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CIVIL ENGINEERING (159 journals)                  1 2     

ACI Structural Journal     Full-text available via subscription   (Followers: 7)
Acta Polytechnica : Journal of Advanced Engineering     Open Access  
Acta Structilia : Journal for the Physical and Development Sciences     Open Access   (Followers: 2)
Advances in Civil Engineering     Open Access   (Followers: 29)
Advances in Structural Engineering     Full-text available via subscription   (Followers: 20)
Ambiente Construído     Open Access   (Followers: 2)
American Journal of Civil Engineering and Architecture     Open Access   (Followers: 16)
Architectural Engineering     Open Access   (Followers: 3)
Archives of Civil Engineering     Open Access   (Followers: 8)
Archives of Hydro-Engineering and Environmental Mechanics     Open Access   (Followers: 2)
ATBU Journal of Environmental Technology     Open Access   (Followers: 1)
Australian Journal of Structural Engineering     Full-text available via subscription   (Followers: 4)
Baltic Journal of Road and Bridge Engineering     Full-text available via subscription  
BER : Building and Construction : Full Survey     Full-text available via subscription   (Followers: 8)
BER : Building Contractors' Survey     Full-text available via subscription   (Followers: 3)
BER : Building Sub-Contractors' Survey     Full-text available via subscription   (Followers: 2)
BER : Survey of Business Conditions in Building and Construction : An Executive Summary     Full-text available via subscription   (Followers: 5)
Berkeley Planning Journal     Open Access   (Followers: 5)
Bioinspired Materials     Open Access  
Bridge Structures : Assessment, Design and Construction     Hybrid Journal   (Followers: 12)
Building and Environment     Hybrid Journal   (Followers: 12)
Building Women     Full-text available via subscription  
Built Environment Project and Asset Management     Hybrid Journal   (Followers: 13)
Canadian Journal of Civil Engineering     Full-text available via subscription   (Followers: 13)
Case Studies in Engineering Failure Analysis     Open Access   (Followers: 4)
Cement and Concrete Composites     Hybrid Journal   (Followers: 9)
Change Over Time     Full-text available via subscription   (Followers: 3)
Civil and Environmental Research     Open Access   (Followers: 12)
Civil Engineering     Hybrid Journal   (Followers: 11)
Civil Engineering = Siviele Ingenieurswese     Full-text available via subscription   (Followers: 5)
Civil Engineering and Architecture     Open Access   (Followers: 2)
Civil Engineering and Environmental Systems     Hybrid Journal   (Followers: 5)
Civil Engineering and Technology     Open Access   (Followers: 3)
Civil Engineering Dimension     Open Access   (Followers: 4)
Cohesion and Structure     Full-text available via subscription   (Followers: 2)
Composite Structures     Hybrid Journal   (Followers: 70)
Computer-aided Civil and Infrastructure Engineering     Hybrid Journal   (Followers: 8)
Computers & Structures     Hybrid Journal   (Followers: 22)
Concrete Research Letters     Open Access   (Followers: 2)
Constructii : Journal of Civil Engineering Research     Open Access   (Followers: 7)
Construction Engineering     Open Access   (Followers: 3)
Construction Management and Economics     Hybrid Journal   (Followers: 27)
Construction Science     Open Access   (Followers: 1)
Constructive Approximation     Hybrid Journal  
Earthquake Engineering and Structural Dynamics     Hybrid Journal   (Followers: 13)
Enfoque UTE     Open Access   (Followers: 2)
Engineering Project Organization Journal     Hybrid Journal   (Followers: 4)
Engineering Structures     Hybrid Journal   (Followers: 14)
Engineering Structures and Technologies     Hybrid Journal   (Followers: 2)
Engineering, Construction and Architectural Management     Hybrid Journal   (Followers: 16)
Environmental Geotechnics     Open Access  
European Journal of Environmental and Civil Engineering     Hybrid Journal   (Followers: 4)
Fatigue & Fracture of Engineering Materials and Structures     Hybrid Journal   (Followers: 13)
Frattura ed Integrità Strutturale : Fracture and Structural Integrity     Open Access   (Followers: 1)
Frontiers of Structural and Civil Engineering     Hybrid Journal   (Followers: 5)
Geomaterials     Open Access   (Followers: 2)
Geosystem Engineering     Hybrid Journal   (Followers: 3)
Geotechnik     Hybrid Journal  
Géotechnique Letters     Hybrid Journal   (Followers: 3)
HBRC Journal     Open Access   (Followers: 2)
HVAC&R Research     Hybrid Journal   (Followers: 1)
Indoor and Built Environment     Hybrid Journal   (Followers: 1)
Infrastructure Asset Management     Full-text available via subscription  
Ingenio Magno     Open Access  
Insight - Non-Destructive Testing and Condition Monitoring     Full-text available via subscription   (Followers: 4)
International Journal for Service Learning in Engineering     Open Access  
International Journal of 3-D Information Modeling     Full-text available via subscription   (Followers: 2)
International Journal of Advanced Structural Engineering     Open Access   (Followers: 7)
International Journal of Concrete Structures and Materials     Open Access   (Followers: 6)
International Journal of Construction Engineering and Management     Open Access   (Followers: 3)
International Journal of Protective Structures     Full-text available via subscription   (Followers: 5)
International Journal of Steel Structures     Hybrid Journal   (Followers: 4)
International Journal of Structural Engineering     Hybrid Journal   (Followers: 7)
International Journal of Structural Integrity     Hybrid Journal  
International Journal of Structural Stability and Dynamics     Hybrid Journal   (Followers: 5)
International Journal of Sustainable Built Environment     Open Access   (Followers: 2)
International Journal of Sustainable Construction Engineering and Technology     Open Access   (Followers: 7)
International Journal on Pavement Engineering & Asphalt Technology     Open Access  
ISRN Civil Engineering     Open Access   (Followers: 4)
ISRN Power Engineering     Open Access   (Followers: 1)
Journal of Accessibility and Design for All     Open Access   (Followers: 5)
Journal of Advanced Research in Civil and Environmental Engineering     Open Access  
Journal of Applied Fire Science     Full-text available via subscription   (Followers: 2)
Journal of Bridge Engineering     Full-text available via subscription   (Followers: 14)
Journal of Building Materials and Structures     Open Access  
Journal of Building Performance Simulation     Hybrid Journal   (Followers: 3)
Journal of Civil Engineering and Construction Technology     Open Access   (Followers: 3)
Journal of Civil Engineering and Management     Hybrid Journal   (Followers: 6)
Journal of Civil Engineering and Science     Open Access   (Followers: 12)
Journal of Civil Engineering Research     Open Access   (Followers: 11)
Journal of Civil Society     Hybrid Journal   (Followers: 2)
Journal of Civil Structural Health Monitoring     Hybrid Journal   (Followers: 1)
Journal of Composites     Open Access   (Followers: 17)
Journal of Composites for Construction     Full-text available via subscription   (Followers: 10)
Journal of Computing in Civil Engineering     Full-text available via subscription   (Followers: 19)
Journal of Construction Engineering     Open Access   (Followers: 3)
Journal of Construction Engineering and Management     Full-text available via subscription   (Followers: 21)
Journal of Construction Engineering, Technology & Management     Full-text available via subscription   (Followers: 3)
Journal of Constructional Steel Research     Hybrid Journal   (Followers: 7)
Journal of Earth Sciences and Geotechnical Engineering     Open Access   (Followers: 1)

        1 2     

Journal Cover Structural Concrete     [SJR: 0.311]   [H-I: 7]
   [11 followers]  Follow    
   Hybrid Journal Hybrid journal (It can contain Open Access articles)
   ISSN (Print) 1464-4177 - ISSN (Online) 1751-7648
   Published by John Wiley and Sons Homepage  [1605 journals]
  • Shear strength of deep beams: a mathematical model and design formula
    • Authors: Wael Kassem
      Pages: n/a - n/a
      Abstract: A proposal for estimating the shear capacity of reinforced concrete deep beams is presented in this paper. The proposed model is based on the fixed‐angle softened truss model and utilizes a newly proposed formula for the effective transverse compressive stress acting on the beam web. The proposed formula is developed using a stepwise multiple linear regression analysis of the reported shear capacity values of 445 experimental deep beams. The validity of the mathematical model is examined by comparing its response with the experimental results as well as predictions of other formulas available in the literature, and it results as the one best fitting the measured shear strengths. The mathematical model leads to an explicit single closed‐form expression for computing the shear strength of deep beams. The proposed expression is dimensionless and contains four variables that express the horizontal and vertical reinforcement ratios, the concrete strength, and the shear span ratio. On the basis of results of this paper, a design formula is proposed with predictions more consistent and reliable than the ACI Code and Eurocode.
      PubDate: 2014-12-22T06:15:36.140243-05:
      DOI: 10.1002/suco.201400045
  • Shear force carrying of composite dowels in transversely cracked concrete
    • Authors: Martin Classen
      Pages: n/a - n/a
      Abstract: In steel‐concrete composite girders, innovative composite dowels can be used to transfer the shear forces between the concrete slab and the steel profile. Today, composite dowels are predominately used in engineering structures such as prefabricated composite bridges. However, due to their ease of manufacturing, their good load‐bearing and deformation properties, and their applicability in slender concrete chords, these composite dowels are being applied more than ever in building construction as well. The present article describes shear tests on puzzle‐shaped composite dowels for slender concrete chords with a thickness of only 10 cm. Aside from different reinforcement configurations, the influence of different longitudinal stress states and transverse cracking in the concrete slab have been investigated. In previous studies on the shear force capacity of composite dowels, the influence of transverse cracking has been neglected. However, the own experiments described in this paper show that the composite dowels' shear carrying capacity is significantly impacted by concrete cracking. In order to simulate the performed experiments and to analyze the shear force carrying behavior of the composite dowels in cracked and uncracked concrete, a three‐dimensional, non‐linear finite element model of the shear tests was set up. The results of both, experimental and numerical investigations are summarized in this paper.
      PubDate: 2014-12-19T07:14:22.469139-05:
      DOI: 10.1002/suco.201400100
  • Effect of the location of broken wire wraps on the failure pressure of
           prestressed concrete cylinder pipes
    • Authors: Masood Hajali; Ali Alavinasab, Caesar Abi Shdid
      Pages: n/a - n/a
      Abstract: The effect of the location of broken prestressing wire wraps on the overall strength of Prestressed Concrete Cylinder Pipes (PCCP) is investigated. An advanced computational model based on non‐linear finite element analysis is used to study three possible locations of broken wire wraps: at the spigot joint, at the bell joint, and in the barrel of the pipe. A sensitivity analysis was performed to evaluate the cracking of the concrete core and the yielding of the prestressing wires and steel cylinder with increasing internal pressure and with increasing number of broken wire wraps. Two classes of 2.44 m Embedded Cylinder Pipe (ECP) are modeled with 5, 35, 70, and 100 wire wrap breaks. The results show that broken wire wraps at the joint, and especially the spigot joint, decrease the overall strength of PCCP more so than at the bell joint or in the barrel of the pipe. The intensity of this effect increases with increased internal pressure and with larger number of broken wire wraps.
      PubDate: 2014-12-19T07:14:21.079744-05:
      DOI: 10.1002/suco.201400070
  • Influence of axial tension on the shear strength of floor joists without
           transverse reinforcement
    • Authors: David Fernández‐Montes; Enrique González Valle, Elena Díaz Heredia
      Pages: n/a - n/a
      Abstract: The mechanism governing shear strength in reinforced concrete members without transverse reinforcement subjected to both bending and tensile stress is complex. Also, formulas used to estimate shear failure are inconsistent with one another and provide a poor fit to experimental findings. This Article highlights the differences between the results of experimental tests and the values of shear strength estimated with the equations of the ACI 318‐11, Eurocode 2 (EC‐2) and the Modified Compression Field Theory (MCFT). The tests considered are the ones reported in the literature consulted and the tests for this experimental investigation, some made with high performance concrete. The review also puts forward a proposal to improve the method and fitting procedure to estimate the shear failure in a longitudinal reinforced concrete member without transverse reinforcement due to excessive principal tensile stress on its web.
      PubDate: 2014-12-19T07:14:19.696422-05:
      DOI: 10.1002/suco.201400063
  • Chloride Ion Transport Mechanism in Concrete Due to Wetting and Drying
    • Authors: Xu Gang; Li Yun‐pan, Su Yi‐biao, Xu Ke
      Pages: n/a - n/a
      Abstract: The transport mechanism of chloride ions in concrete during wetting and drying cycles subjected to varying durations is evaluated in this paper. The experimental test results were used to validate a numerical simulation model to assess the influence of diffusion coefficient, surface chloride ion concentration, and ratio of dry‐wet cycle durations on the transport mechanism of chloride ions in concrete. Experimental and numerical analysis results indicated that the maximum transmission depth of chloride ions in concrete depends on the diffusion coefficient and the dry‐wet cycle regime but has little relationship to the surface concentration of chloride. The chloride ion transmission in the surface zone accelerates only if the dry‐wet ratio is greater than 1. As the dry‐wet ratio increases, chloride ion transmission accelerates. It tends to become stable when the dry‐wet ratio reaches 5:1. The dry‐wet cycles accelerate the transport process of chloride ions within a certain distance from the surface, and beyond this distance, chloride ions in the complete immersion specimen transport more rapidly, than those under dry‐wet cycles. The peak concentration of chloride ions within the convection zone has a relationship with the diffusion coefficient, the surface chloride ion concentration and the wet‐dry regime. The smaller the diffusion coefficient, the higher the surface chloride concentration; the greater the dry‐wet ratio, the higher the peak of convection can reach.
      PubDate: 2014-12-19T07:14:18.272572-05:
      DOI: 10.1002/suco.201400035
  • Cover Picture: Structural Concrete 4/2014
    • Pages: n/a - n/a
      Abstract: One of Netherland's most important north to south corridors is the A50 motorway and a part of it the Waal Bridge near Ewijk with a main span of 270 m. Build between 1971 and 1976, it is one of the longest bridge structures in the Netherlands. The Rijkswaterstaat, the executive arm of the Dutch Ministry of Infrastructure and the Environment, has decided to widen the A50 motorway between Ewijk and Valburg in both directions from two to four lanes each over a distance of 7 km. The entire project was carried out within the scope of a Design‐Build contract. The consortium responsible for its execution and design is Waalkoppel, a consortium consisting of Mobilis, Van Gelder B.V. and DYWIDAG Bau GmbH.
      PubDate: 2014-12-01T02:41:23.907589-05:
      DOI: 10.1002/suco.201490018
  • Contents: Structural Concrete 4/2014
    • Pages: n/a - n/a
      PubDate: 2014-12-01T02:41:21.760705-05:
      DOI: 10.1002/suco.201490022
  • Predicting the response of reinforced concrete slab strips subjected to
           axial tension and transverse load: a competition
    • Authors: Andreas Galmarini; Daniel Locher, Peter Marti
      Pages: n/a - n/a
      Abstract: Six large‐scale tests on reinforced concrete slab strips were carried out at the Swiss Federal Institute of Technology (ETH) in Zurich, Switzerland, to investigate the load‐bearing behaviour of reinforced concrete slabs subjected to axial tension and transverse load. Four of these tests were used for an international competition to predict the response of the test specimens. The specimens differed in the axial tension applied and the presence of stirrups. This paper presents the test concept, the four test specimens, the test results and the predictions received and it evaluates the results of the competition. Simplified hand calculation analyses of the experiments are also included. The tests showed that there is significant shear strength in reinforced concrete slabs under axial tension, and that the system capacity of such slab strips is not limited by a local shear failure. The prediction competition revealed that the modelling of a cracked reinforced concrete slab strip still is a significant challenge, even for experienced researchers with the latest analysis tools.
      PubDate: 2014-10-28T06:10:14.28226-05:0
      DOI: 10.1002/suco.201400097
  • Pneumatic forming of hardened concrete – building shells in the 21st
    • Authors: Benjamin Kromoser; Johann Kollegger
      Pages: n/a - n/a
      Abstract: Double curved shells, used as supporting structures, are strong and material saving. Major parts of the applied loads can be carried by normal forces. Thus, the stresses are very uniformly and efficiently distributed over the entire cross section and large spans with small thicknesses can be built. The state of the art in the construction of shell structures is characterised by high labour input for formwork and falsework. A new construction method without formwork and falsework was invented at the Institute for Structural Engineering at Vienna University of Technology. The idea of this new construction method is to build concrete shells with double curvature originating from an initially plane plate. During the transformation process, the hardened concrete plate is lifted and the elements are bent with the aid of a pneumatic formwork until the required curvature is reached. Non‐linear Finite Element calculations, tension tests, bending tests and bonding tests were carried out in order to determine a suitable combination of concrete and reinforcement. In the second part of the paper a large scale experiment for the erection of a 17.6 × 10.8 m span and 2.9 m height free formed shell is presented. Finally, different application‐areas for the newly invented method are explained.
      PubDate: 2014-10-24T04:40:13.006359-05:
      DOI: 10.1002/suco.201400057
  • Self‐repair of thermal cracks in concrete sandwich panels
    • Authors: Kim Van Tittelboom; Elke Gruyaert, Pieter De Backer, Wim Moerman, Nele De Belie
      Pages: n/a - n/a
      Abstract: While the use of insulated concrete sandwich panels results in more energy efficient buildings, the presence of this insulation layer can induce thermal crack formation. As cracks form a preferential path for aggressive agents to enter and degrade the concrete matrix and as they are not wanted in this application from an aesthetical point of view, they need to be treated. In this study it was aimed to invisibly seal the cracks in concrete sandwich panels in an autonomous way. Therefore, the efficiency of various encapsulated healing agents was compared by inducing thermal cracks in concrete sandwich panels causing capsule breakage and thus release of the agents into the cracks. It was shown that encapsulation of both polyurethane and a water repellent agent can result in a reduction of the water uptake by cracks, however, only in the case a water repellent agent was released, cracks were healed in an almost invisible way. From this study, it was shown that the self‐healing approach consisting of encapsulated polymer based healing agents can also be applied in concrete sandwich panels although more research will be needed to meet the specific healing requirements for this application.
      PubDate: 2014-10-24T04:30:09.44029-05:0
      DOI: 10.1002/suco.201400055
  • A design approach for tunnels exposed to blast and fire
    • Authors: Matteo Colombo; Paolo Martinelli, Marco di Prisco
      Pages: n/a - n/a
      Abstract: In this work, a design procedure based on a simplified FE model for underground tunnels subjected to internal explosion eventually preceded by fire accidents is proposed. The procedure can provide a valuable tool for designers for checking the structural tunnel safety in case of an internal blast event. The tunnel geometry considered is that adopted for the Brescia metro line (Italy). It has an inner diameter of about 8.15 m, a length of about 13.7 km and is located from about 23.1 m below the surface. Six segments and a smaller key segment (6+1) compose the tunnel. The ring has an average width of about 1.5 m. The FE model is firstly tested under serviceability static loads. Dynamic analyses are carried out in order to reproduce the blast scenario. The aim of this work is the generation of pressure‐impulse (p‐i) diagrams for underground tunnel in case of internal explosion and pre‐explosion fire actions. An ultimate limit state criterion based on eccentric ultimate flexural capacity and capable to include fire‐blast interaction is introduced. An innovative layered precast tunnel segment solution made of different fibre‐reinforced cementitious composites is compared with a traditional solution where the lining section is made of R/C. The potentialities of this new solution are discussed in the paper.
      PubDate: 2014-09-26T06:24:01.933511-05:
      DOI: 10.1002/suco.201400052
  • Flexural behavior of recycled aggregate concrete gradient slabs
    • Authors: Jianzhuang Xiao; Chang Sun, Xinghan Jiang
      Pages: n/a - n/a
      Abstract: This paper proposes a new concept of ‘recycled aggregate concrete gradient slabs’, through which gradient distribution for mechanical properties of the Recycled Aggregate Concrete (RAC) can be achieved. In this study, one four‐point bending test was applied to investigate six RAC gradient slabs and three homogeneous slabs with RAC. The major parameters considered are the layers with different Recycled Coarse Aggregates (RCAs) replacement percentage (0%, 50% and 100%), the gradient pattern (different casting methods) and the reinforcement ratio. It has been concluded that RAC gradient slabs have similar flexural behavior to that of homogeneous slabs with RAC. The reinforcement ratio, the layers with different RCAs replacement percentage and the gradient pattern can influence the flexural behavior of RAC gradient slabs. Furthermore, the effects of the three factors on both the flexural capacity and the deflection of the RAC gradient slabs were studied by the Finite Element Method (FEM) simulation with the software of ABAQUS. Both the experiments and the FEM analysis indicate that the flexural behavior of RAC gradient slabs can be improved by this suitable gradient method.
      PubDate: 2014-09-26T06:24:00.30028-05:0
      DOI: 10.1002/suco.201400008
  • Consideration of strength and size of beam‐column joints in the
           design of RC frames
    • Authors: Ricardo Costa; Paulo Providência, Alfredo Dias
      Pages: n/a - n/a
      Abstract: Some experimental research studies reported that the longitudinal reinforcement of beams and columns shows larger strains inside the joint than at the joint periphery (defined as the intersection of the outer surfaces of beam and column) – this may explain why several technical specifications and state‐of‐the‐art programs recommend to base the design of beams and columns on values of the internal forces larger than those at the joint periphery. These results and procedures are questionable and are investigated in this paper. The presented non‐linear finite element analysis of reinforced concrete frames under gravity and quasi‐static monotonic lateral loads examines (i) the stress fields in reinforcement inside interior, exterior and roof exterior joints and (ii) the load carrying capacity of representative sub‐frame models incorporating such joints. The results prove that it is actually safe, with respect to the joint load capacity, to base the design of the longitudinal reinforcement of beams and columns on the value of the internal forces at the joint periphery; this result also contributes to the recommendation of real size beam column joint models in the analysis procedure.
      PubDate: 2014-09-16T02:40:09.18929-05:0
      DOI: 10.1002/suco.201400054
  • Derivation of the σ‐w relationship for SFRC from prism bending
    • Authors: Ali Amin; Stephen J. Foster, Aurelio Muttoni
      Pages: n/a - n/a
      Abstract: The material characterization of steel fibre reinforced concrete (SFRC), which is required for its implementation in design codes, should be based on nominal properties that describe its post‐cracking strength in tension. In the case of brittle and quasi‐brittle materials, such as concrete, the tensile parameters are often derived indirectly; however, for materials with more ductility, such as SFRC, there is conjecture as to whether or not an indirect measure may be used to establish the stress versus crack opening displacement relationship, such as the use of a three‐ or four‐point prism test combined with an inverse analysis. In this paper a simple and efficient inverse analysis technique is developed and shown to compare well with data obtained from direct tension tests. Furthermore, the methodology proposed by the fib Model Code 2010 was investigated and recommendations made to improve its accuracy.
      PubDate: 2014-09-16T02:40:07.922172-05:
      DOI: 10.1002/suco.201400018
  • Eurocode 2 – Analysis of National Annexes
    • Authors: Anett Ignatiadis; Frank Fingerloos, Josef Hegger, Frederik Teworte
      Pages: n/a - n/a
      Abstract: Eurocode 2 consists of four parts which have to be applied in conjunction with the respective National Annexes of the CEN‐member states. The National Annexes were introduced particularly to maintain the national safety level and to account for regional aspects in the different states. The CEN (European Committee for Standardization) will revise and extend all Structural Eurocodes up to 2018. As part of that process two main objectives for revising Eurocodes have been formulated, namely the reduction of the number of Nationally Determined Parameters (NDP) and the improvement of “ease of use”. In order to reduce the number of NDP, improve the ease of use and allow for a further harmonisation without changing the main structure and the design models of Eurocode 2, the National Annexes of EN 1992‐1‐1 of the different CEN‐member states were compared and analysed. Furthermore, the analysis of the National Annexes may help to identify some main aspects for the revision of Eurocode 2. This paper summarises the analysis of the National annexes of EN 1992‐1‐1 and makes first proposals for a further harmonisation.
      PubDate: 2014-09-10T09:40:17.270322-05:
      DOI: 10.1002/suco.201400060
  • Minimum Reinforcement of Concrete Members regarding Hardening Caused
           Stresses and Member Dimensions
    • Authors: Dirk Schlicke; Nguyen Viet Tue
      Pages: n/a - n/a
      Abstract: The minimum reinforcement for crack width control of restrained concrete members is directed in the actual design code EC2 [1] by the limitation of the steel strain at taking up the cracking force of the cross section or relevant parts of it. But with the simplification of a restricted view on the cross section, this approach is unable to cover the central problem of restraint stressing. Hence, the consistent application of this approach can lead to high reinforcement amounts and was therefore empirically modified according to the practical experience, see [2]. But in particular, the main modification of a limited tensile strength seems very dubious as the primarily affected members are thick and have therefore a late cracking time with a strong developed tensile strength. Finally, this circumstance leaves the structural designer in a dilemma of being uneconomic or having no mechanical proof in a possible case of damage. However, the mechanically consistent estimation of the minimum reinforcement for crack width control can be achieved by considering the deformation compatibility of the restrained member, see [3]. And with the introduction of [4] this deformation based design concept became already state of the art for massive concrete members of water buildings. This contribution presents the general application of the deformation based design concept based on the findings of [5]. Concluding, the reliability and the practicability of this approach will be exemplified by the deformation based minimum reinforcement design of a massive trough structure.
      PubDate: 2014-09-04T05:10:15.345894-05:
      DOI: 10.1002/suco.201400058
  • Thin‐walled shell structure made of textile reinforced concrete
    • Authors: Alexander Scholzen; Rostislav Chudoba, Josef Hegger
      Pages: n/a - n/a
      Abstract: The present paper describes the dimensioning approach for textile reinforced concrete (TRC) shells capturing the interaction between normal forces and bending moments based on the experimentally determined cross‐sectional strength characteristics of the material. The influence of oblique loading on the composite strength of TRC elements with flexible reinforcement is included in a normalized interaction diagram for combined loading. The dimensioning approach is exemplified for the ultimate limit state assessment of a doubly curved TRC shell. Furthermore, the general applicability of the dimensioning approach is discussed in the light of the non‐linear load‐bearing behaviour of TRC. Due to its strain‐hardening tensile response stress redistributions within the shell result in load‐bearing reserves. Details of the structural design and manufacturing solutions developed and applied during the realisation of the TRC shell structure are described in the companion paper (Part I).
      PubDate: 2014-09-04T05:10:13.685221-05:
      DOI: 10.1002/suco.201400046
  • Five‐spring model for complete shear behaviour of deep beams
    • Authors: Boyan Mihaylov
      Pages: n/a - n/a
      Abstract: This paper presents a five‐spring model capable of predicting the complete pre‐ and post‐peak shear behaviour of deep beams. The model stems from a two‐parameter kinematic theory (2PKT) for the shear strength and displacement capacity of deep beams under single curvature. Four of the springs of the model represent the mechanisms of shear resistance of the beam, while the fifth spring models the flexural behaviour. The model predicts not only the load‐displacement response, but also the deformation patterns of the beam and how these patterns change with increasing loads. Validation studies are performed by using 28 tests from the literature showing excellent results. The model is used to interpret the tests and to draw conclusions on the behaviour of deep beams. It is shown that shear strength variations of up to 60% between nominally identical specimens can be caused by variations in the path of the critical shear cracks. It is also demonstrated that loss of bond of large reinforcing bars increases the shear capacity of deep beams. Finally, the five‐spring model is shown to effectively predict the post‐peak shear behaviour, which is important for the analysis of structures under extreme loading.
      PubDate: 2014-09-04T05:10:11.792529-05:
      DOI: 10.1002/suco.201400044
  • On the use of European and American building codes with low‐strength
           cement‐based composites
    • Authors: Francois Duplan; Ariane Abou‐Chakra, Anaclet Turatsinze, Gilles Escadeillas, Stephane Brule, Emmanuel Javelaud, F. Masse
      Pages: n/a - n/a
      Abstract: The standard European building specifications, grouped in a 9‐volume Eurocode, describes different approaches for determining the properties of commonly used building materials such as steel, aluminium, concrete, ... The American Concrete Institute (ACI) also offers different reports concerning concrete structures (ACI 318R), lightweight concrete (ACI 213R) and its long‐term mechanical behavior (ACI 209R). Those reports, used as building codes, are also applicable when the material respects certain scope criteria. All materials which do not meet the scope criteria of Eurocode 2 or ACI reports because of their composition, properties values, or application cannot be used in the design of structures with those building codes. Regarding cement‐based materials, concretes and mortars which compressive strength is lower than the minima might not be useful for structures, however they present an interesting potential for applications such as infrastructure materials, low‐solicited slabs, ... When designing a structure/infrastructure made of those materials, the accuracy of any formula offered by those building codes should be checked before being used. This work shows the comparison between experimental measurements and the predictive formulas of the engineering properties (compressive and tensile strength, modulus of elasticity). The results show that the addition of specific aggregates which present low stiffness and strength modifies the relation between those engineering properties, which makes its estimation impossible without considering its unit weight.
      PubDate: 2014-09-04T04:40:05.933171-05:
      DOI: 10.1002/suco.201400020
  • Thin‐walled shell structure made of textile reinforced
    • Authors: Alexander Scholzen; Rostislav Chudoba, Josef Hegger
      Pages: n/a - n/a
      Abstract: At RWTH Aachen University recently a pavilion has been constructed with a roof shell made of textile reinforced concrete (TRC), a composite material consisting of a fine grained concrete and a high‐strength, noncorroding textile reinforcement made of carbon fibres. The thin‐walled TRC shell structure demonstrates impressively the load‐bearing capacity of this innovative composite material. The present paper discusses the practical issues concerning the construction, such as the fabrication of the TRC shells using shotcrete, the concepts for the arrangement of the textile reinforcement developed, as well as the mounting of the shells on top of the precast concrete columns. The issues concerning dimensioning, assessment and numerical simulation of the load bearing behavior of TRC shells are presented in the companion paper (Part II).
      PubDate: 2014-09-04T04:40:04.635355-05:
      DOI: 10.1002/suco.201300071
  • Bond and anchorage of embedded steel reinforcement in the fib Model Code
    • Authors: John Cairns
      Pages: n/a - n/a
      Abstract: The paper describes the changes to design provisions for embedded steel reinforcement in the fib Model Code 2010. The changes introduce new coefficients for steel grade and for clear spacing between bars, and extend the range of concrete strengths covered. The way in which the contribution of hooks or anchorages is determined calculated has been revised and the contribution of end bearing to laps and anchorages of compression bars is recognised. The revised rules represent a move away from a distinction between laps and anchorages per se towards a distinction based on the presence or absence of transverse pressure perpendicular to the bar axis within the bond length. The benefits of staggering of laps with only a proportion of bars lapped at a section are reviewed. Finally, the potential impact of performance of laps and anchorages on structural robustness is discussed, and it is concluded that this can only be achieved if bar yield precedes splitting mode bond failures.
      PubDate: 2014-08-12T06:30:07.305539-05:
      DOI: 10.1002/suco.201400043
  • Design of Composite Slabs with Prepressed Embossments Using
           Small‐scale Tests
    • Authors: Josef Holomek; Miroslav Bajer, Jan Barnat, Pavel Schmid
      Pages: n/a - n/a
      Abstract: The load bearing capacity of steel and concrete composite slabs using thin‐walled steel sheeting with prepressed embossments is in most cases determined by its resistance in longitudinal shear. The designing of composite slabs still requires the performance of full‐scale laboratory bending tests. Small‐scale shear tests cannot include all of the influences affecting the bended slab but using an appropriate procedure the shear characteristics obtained from them can be used for determining the bending capacity of the slab. Two such procedures are compared in this paper. End constraints effectively increase the load bearing capacity of the composite slabs. Two different types of easily assembled additional end constraints are also tested and compared in this paper. Small‐scale tests are used to obtain their shear bearing characteristics and to predict the load bearing capacity of bended slabs using these constraints.
      PubDate: 2014-08-07T10:10:23.666635-05:
      DOI: 10.1002/suco.201400042
  • Extension of tabulated design parameters for rectangular columns exposed
           to fire taking into account second order effects and various fire models
    • Authors: Lijie Wang; Robby Caspeele, Ruben Van Coile, Luc Taerwe
      Pages: n/a - n/a
      Abstract: Fire, as one of the most severe load conditions, has an important impact on concrete structures. It does not only affect the material strength, but also the structural stiffness and stability. A concrete column, compared to other structural members, has most often to cope both with vertical forces and bending moments transmitted by slabs and beams. Consequently, it is essential to find a reliable and practical way to establish interaction curves for the overall structural behaviour of concrete columns subjected to fire. In this paper, a cross‐section calculation method based on the material models of Eurocode 2 is explained and adopted to calculate interaction curves for a typical rectangular column exposed to the ISO834 standard fire. Subsequently, an iterative approach is introduced to develop interaction curves taking into account second order effects in case of four‐side heated fire exposure. The maximum permitted slenderness ratios of columns under different fire durations are obtained and compared with Eurocode 2 provisions. Finally, this method is applied to calculate the maximum permitted slenderness ratios for columns exposed to hydrocarbon fires and natural fires.
      PubDate: 2014-07-09T03:30:06.313185-05:
      DOI: 10.1002/suco.201400002
  • Further Investigation of Transverse Stresses and Bursting Forces in
           Post‐Tensioned Anchorage Zones
    • Authors: Lin‐Yun Zhou; Zhao Liu, Zhi‐Qi He
      Abstract: In the post‐tensioned anchorage zone, the load transfer path of anchor force can be visualized by infinite number of Isostatic Lines of Compression (ILCs), which was initially proposed by Guyon and recently attracted significant interests from a number of researchers. Based on these predecessors' work, an updated mathematical model has been proposed to analyze the bursting forces and the distribution of transverse stresses in the anchorage zone. Compared with the results of finite element analysis, the updated equations have better accuracy than the previous ones. Based on the observation that the sixth‐order polynomial expression is better than the fourth‐order, so far as the solution of bursting stresses is concerned, it can be reasonably postulated that a de facto function of the ILCs must be in existence. Additionally, it is equally interesting that the bursting forces derived by the updated analytical model is the same as the formula given by the current AASHTO‐LRFD Bridge Design Specifications based on numerical stress analyses.
      PubDate: 2014-06-16T06:20:17.066356-05:
      DOI: 10.1002/suco.201400005
  • Quality assessment of material models for reinforced concrete flexural
    • Authors: Bastian Jung; Guido Morgenthal, Dong Xu, Hendrik Schröter
      Abstract: Non‐linear constitutive models for concrete in compression are defined frequently in design codes. The engineer would generally use either the linear (in SLS) or the non‐linear (in ULS) compressive model. However, a large variety of different approaches exist in order to describe the behaviour of the cracked concrete tension zone and the selection of a corresponding model is usually based on qualitative engineering judgement. The aim of this paper is to assess the prediction quality of several concrete material models in order to provide a quantitative model selection. Therefore, uncertainty analysis is applied in order to investigate the model and parameter uncertainty in the bending stiffness prognosis for flexural members. The total uncertainty is converted into a prognosis model quality which allows the comparison between considered materials model in a quantitative manner. The consideration of the reinforced concrete in tension is based on the characterisation of the tension stiffening effect which describes the cracking in an average sense. No discrete crack simulations based on fracture mechanics are considered in the interest of the practical applicability of the considered models even for large structures. Finally, the assessment identify that the prediction quality depends on the loading level, and furthermore, the quality between the models can be quantitatively similar as well as diverse.
      PubDate: 2014-06-16T06:10:18.537099-05:
      DOI: 10.1002/suco.201300066
  • Bond behaviour of normal‐ and high‐strength recycled aggregate
    • Authors: M. John Robert Prince; Bhupinder Singh
      Abstract: The effect of concrete grade on bond between 12 mm diameter deformed steel bar and recycled aggregate concrete (RAC) has been investigated with the help of forty‐five pullout tests with concentric rebar placement for coarse recycled concrete aggregate (RCA) replacement levels of 25%, 50%, 75% and 100%. The measured bond‐slip relationships indicate similar mechanisms of bond resistance in the RAC and the natural aggregate (NA) concrete for all the grades and relatively the most accurate and least conservative predictions of the measured bond strengths were obtained from the local bond‐slip model in the fib Model Code 2010. Bond strength, when normalised to fc(3/4) gave an improved match with test data and increased with an increase in the RCA replacement levels and decreased with an increase in compressive strength and this behaviour has been sought to be explained in terms of brittleness index an analogous parameter from rock mechanics. An empirical bond stress‐versus‐slip relationship has been proposed for the 12 mm diameter bar and it is conservatively suggested that similar anchorage lengths for this bar in all the three concrete grades can be adopted for the RAC and the NA concretes.
      PubDate: 2014-06-16T06:10:14.443622-05:
      DOI: 10.1002/suco.201300101
  • Super‐light concrete decks for building floor slabs
    • Authors: Kristian Hertz; Andreas Castberg, Jacob Christensen
      Pages: n/a - n/a
      Abstract: This paper presents investigations made at the Technical University of Denmark (DTU) on a prototype series of a super‐light prestressed concrete deck element called the SL‐Deck. The intension of making a new prefabricated deck element is to improve performance with respect to flexibility, sound insulation, and fire resistance compared with present day prefabricated structures. Full‐scale tests and theoretical investigations show that the deck structure performs as intended, and that it is possible to assess by calculation the load‐bearing capacity in bending and shear, and assess the pull‐out strength of prestressing reinforcement, the fire resistance, and the acoustical insulation. Based on the results of the investigations recommendations are given for further development of the structure before a full automatic mass production is established.
      PubDate: 2014-03-13T05:30:28.868883-05:
      DOI: 10.1002/suco.201300062
  • Innovations in concrete for sustainable infrastructure constructions
    • Authors: Mette Glavind
      Pages: 439 - 440
      PubDate: 2014-12-01T02:41:25.005066-05:
      DOI: 10.1002/suco.201490023
  • Bella Sky Hotel – Taking precast concrete to the limit
    • Authors: Kaare K. B. Dahl
      First page: 441
      Abstract: The Bella Sky Hotel consists of two towers each leaning away from each other at an angle of 15 degrees. The basic principle is vertical load bearing walls with precast concrete hollow core deck slabs. At the ends of the building, inclined walls are used to carry the vertical walls above when they are undercut. At these junctions the horizontal forces induced by turning the vertical forces are huge, and needs to be transferred through the floors in to the longitudinal walls. The complexity of the structure comes from the number of openings in these walls for doors and services in conjunction with the enormity of the horizontal loads from the building lean. The use of precast elements meant that the forces had to be transferred through the joints in the elements. Severe reinforcement congestion along with most of the geometry through the building being unique, led to an enormous design and engineering effort required to produce a solution. The end result is a simple, elegant hotel structure which jumps into the record books as one of the most leaning buildings in the world.
      PubDate: 2014-06-16T06:20:19.214536-05:
      DOI: 10.1002/suco.201400017
  • Challenges for Concrete in Tall Buildings
    • Authors: Gordon Clark
      First page: 448
      Abstract: Tall buildings present unique challenges both in terms of design and construction. The definition of tall is always a matter for debate and actually is related to the proportions of the building although the actual physical height does also result in other influences such as extreme lateral loading. Concrete features prominently in providing the structural material for most cores and framing options whereby stability of the structure is provided. The core of a tall building is important structurally as well as forming the spine for vertical transportation and services. There can be a wide choice of size and shape, which is dictated in part by the geometry of the building and the site. This paper focuses on some of the issues for concrete, which is a key material in tall building construction, and is based on some of the work of an fib task group which has been formed to bring together important guidance based on experience of design and construction.
      PubDate: 2014-05-08T04:40:12.581731-05:
      DOI: 10.1002/suco.201400011
  • Aspects of imposed deformation in concrete structures – a condensed
    • Authors: Hans‐Wolf Reinhardt
      First page: 454
      Abstract: Imposed deformation is a special case of loading which gets much less attention than mechanical loading due to external forces. However, imposed deformation can impair the serviceability of structures such as tightness and durability. Imposed deformations are due to shrinkage of concrete and temperature variations. The boundary conditions play an important role when analyzing stresses due to imposed deformation. The paper gives an overview.
      PubDate: 2014-05-08T05:10:09.330297-05:
      DOI: 10.1002/suco.201400014
  • Evaluation of models for estimating concrete strains due to drying
    • Authors: Yvonne Theiner; Andreas Andreatta, Günter Hofstetter
      First page: 461
      Abstract: The present contribution focuses on a comparative study of shrinkage prediction models according to the European Standard Eurocode 2 (EC2), the recommendation by the ACI committee 209 and the fib Model Code 2010. Thereby the estimated ultimate drying shrinkage strains and the predicted evolution of drying shrinkage strains are compared with respective shrinkage strains measured on normal strength concrete specimens of different size. For all prediction models the estimated ultimate values are found to agree quite well with the ultimate drying shrinkage strains measured on thin concrete slices. Whereas the evolution of drying shrinkage strains measured on small concrete prisms agree quite well with the predicted values, for larger specimen sizes substantial differences between code values and experimental data are encountered.
      PubDate: 2014-05-08T04:40:11.623875-05:
      DOI: 10.1002/suco.201300082
  • Serviceability Uncertainties in Flat Slabs
    • Authors: Richard Scott
      First page: 469
      Abstract: Service load tests on the sixth floor of the full‐scale reinforced concrete building at BRE Cardington are described. Both deflections and reinforcement strains were measured. Finite element analyses of the floor slab were then undertaken using the measured material properties and four different models for the behaviour of the concrete in tension, the tension stiffening effect being known to influence slab behaviour significantly. Calculated deflections and reinforcement strains from the four analyses were compared with values measured in the load tests. As a consequence, comments, reservations and recommendations are made concerning the use of finite element analyses for predicting deflections and reinforcement strains. Finally, the need to appreciate and accommodate the indeterminate nature of many of the parameters involved is emphasised.
      PubDate: 2014-06-16T06:10:15.755663-05:
      DOI: 10.1002/suco.201300098
  • Institute of Concrete Structures, Ruhr‐Universität Bochum
           (RUB), Germany
    • Authors: Karsten Winkler; Peter Mark, Peter Heek, Sandra Rohländer, Simone Sommer
      First page: 484
      Abstract: Experiments on large‐scale reinforced concrete members like beams or slabs with large effective depths are challenging and not least due to extensive material and financial efforts rarely performed. But, results from such experiments are strongly needed, as decisive size effects affect shear and punching shear failure types. At the Institute of Concrete Structures at the Ruhr‐Universität Bochum (RUB), an innovative test setup was elaborated following a principle of “upsizing by downsizing”. It transfers symmetry reductions – a standard feature in numerical simulations – to experiments. Thus, test loads and dead loads pronouncedly decrease proportional to the symmetry grade giving rise to larger specimen within given testing facilities. The setup enables tests on symmetrically sectioned concrete members – halved beams or quarters of slabs – concurrently implying load‐deformation behaviors of corresponding, i.e. full‐size members, by a simple factorization of loads with twice of the axial symmetry grade. The contribution presents the single steps of the development to test quartered slabs, including the modular bearing constructions with sliding planes and back anchorings of the bending reinforcement as well as the concrete specimen itself with interconnections to the symmetry planes, measuring techniques and its specific assembly. Results from a first prototype testing proof the general applicability in failure modes, crack pattern and kinematics. However, ultimate punching loads are slightly overestimated yet.
      PubDate: 2014-06-16T06:20:14.592445-05:
      DOI: 10.1002/suco.201400022
  • Punching shear design of footings: critical review of different code
    • Authors: Carsten Siburg; Marcus Ricker, Josef Hegger
      First page: 497
      Abstract: In 2012, Eurocode 2 and the corresponding National Annex were introduced in Germany. Most of the design provisions for these new standards were adopted from Model Code 1990 and provide a new design approach for ground slabs and footings. For Model Code 2010, the punching shear design concept was revised and introduced in the Swiss standard SIA262:2013. In this paper, the design equations for the determination of the punching capacity according to Eurocode 2, the German National Annex to Eurocode 2, Model Code 2010, and SIA 262:2013 are presented in detail. Parametric studies have been used to examine the influence of the main parameters (shear span‐depth ratio, effective depth, longitudinal reinforcement ratio, and concrete compressive strength) on the punching shear resistance of footings. To quantify the safety level and the efficiency, the design provisions are compared to systematic test series.
      PubDate: 2014-04-17T10:10:30.147497-05:
      DOI: 10.1002/suco.201300092
  • A new predictive model to the bond strength of FRP‐to‐concrete
           composite joints
    • Authors: Majid Abdellahi; Javad Heidari, Marayam Bahmanpour
      First page: 509
      Abstract: In this work, gene expression programming, as a new tool, has been utilized to predicting the bond strength of fiber reinforced polymers (FRP)‐to‐concrete composite joints as the performance symbol of this structure. A number of 238 data were collected from the literature, and divided into 192 and 46 sets, randomly, then trained and tested by GEP means, respectively. The parameters including Width of prism, Concrete cylinder compressive strength, Width of FRP, Thickness of FRP, Modulus of elasticity of FRP, and Bond length were used as input parameters. According to these input parameters, in the gene expression programming model, the bond strength of FRP‐to‐concrete composite joints in different conditions was predicted. The training and testing results in the gene expression programming model have shown that gene expression programming is a powerful tool for predicting the bond strength values of the FRP‐to‐concrete composite joints in the considered range.
      PubDate: 2014-03-13T05:40:32.103549-05:
      DOI: 10.1002/suco.201300093
  • Dynamically loaded Concrete Structures
    • Authors: Susanne Urban; Alfred Strauss, Robert Schütz, Konrad Bergmeister, Christian Dehlinger
      First page: 530
      Abstract: Considering dynamically loaded concrete structures, the determination of the real degree of fatigue damage of a structure on‐site is a very demanding process and is not explored in depth. Calculation concepts according to actual Codes and Specifications (e.g. CEB‐FIP Model Code 2010) do not offer efficient results to this task. However, the permanent monitoring from the erection of a structure up to the end of its lifetime is seen as a very promising possibility to assess constantly the degree of damage. This article takes a closer look at the concrete fatigue concept of the Model Code 2010, shows a FE‐simulation of a time depending fatigue process of an offshore‐foundation for wind energy plants and presents a fatigue monitoring concept including laboratory tests, which enables the detection of the real degree of deterioration of a concrete structure. During tests the use of ultrasound could be identified as the most appropriate method. Measuring wave velocity enables the determination of the dynamic E‐Modulus, which correlates to the degree of damage within the considered cross section of the structure.
      PubDate: 2014-03-13T05:40:33.258398-05:
      DOI: 10.1002/suco.201300095
  • Fire Resistance Performance of Steel Composite Hollow RC Column with Inner
           Tube under ISO‐834 Standard Fire
    • Authors: Deok Hee Won; Woo‐Sun Park, In‐Sung Jang, Sang‐Hun Han, Taek Hee Han
      First page: 543
      Abstract: An internally confined hollow RC (ICH RC) column offers strong and durable confinement owing to the reinforcement provided by the inner tube. The strength and ductility of the column are enhanced because of the continuous confining stress provided by the inner tube. The excellent structural performance of ICH RC columns makes them particularly suitable for application in high‐rise buildings. However, if a high‐rise building is damaged by fire, it will be collapse without fire resistance performance. Also, damage of human life is occured by lack of evacuation. Thus, to predict the status of structures under fire, their behavior should be evaluated in terms of fire time. In this study, the fire resistance performance of an ICH RC column was analyzed during an ISO‐834 standard fire and certain starting conditions. Furthermore, the effects of the hollow ratio, thickness of inner tube, and thickness of cover concrete on fire resistance performance were analyzed. These results could be used for designing fire‐resistant ICH RC columns.
      PubDate: 2014-05-08T04:40:10.698126-05:
      DOI: 10.1002/suco.201300067
  • Recycling Concrete in Practice – A Chance for Sustainable Resource
    • Authors: Lamia Messari‐Becker; Angelika Mettke, Florian Knappe, Ulrich Storck, Klaus Bollinger, Manfred Grohmann
      First page: 556
      Abstract: With about 30% of primary energy consumption and 15% of energy consumption caused‐carbon emissions in Germany the private households sector represent a key sector for the climate protection targets. While the primary energy consumption in buildings by means of regulations is limited, the production of carbon emissions‐intensive materials moves only slowly in the focus of the legislation, regulation and ultimately the perception of society. Considering a thermally conditioned building during his life cycle, the most environmental effects are during operation. Nevertheless, the grey energy of a concrete structure can add up to 20% in individual cases. Concrete as material causes due to the carbon‐intensive cement production relatively high environmental impacts. Logical options appear to substitute cement with so called by‐products or to use recycled additives. In fact, there are only a few projects that used a resource‐saving concrete. In 2010 in Ludwigshafen, one building of a group of buildings was chosen as the first building in Germany that was built almost completely out of recycled concrete without increasing the cement content. It is built as a low‐energy construction and in a zero carbon emission area. The project was accompanied scientifically by the Institute of Energy and Environmental Research in Heidelberg and the Brandenburg University of Technology in Cottbus. The buildings are the winner of the Construction Prize 2011 with the predicate best relation between quality and costs. The paper discusses integral aspects of the use of recycling concrete from a structural design, eco‐accounting and materials properties perspective. It shows potential and opportunities to a quality‐assured use of recycling concrete for a sustainable resource management.
      PubDate: 2014-06-16T06:20:18.164477-05:
      DOI: 10.1002/suco.201400010
  • Post‐installed reinforcement connections at ultimate and
           serviceability limit states
    • Authors: Norbert Randl; Jakob Kunz
      First page: 563
      Abstract: When reinforcing bars are post‐installed in holes which were drilled into cured concrete, adhesive mortars are used to create bond between concrete and bars. Appropriate adhesives can develop higher bond strength than standard ribbed bars cast into concrete. A detailed design concept for the anchorage length of reinforcing bars has been developed by taking into account splitting / spalling of the concrete and pullout. Pullout and splitting tests on reinforcing bars set into concrete were carried out with different adhesive mortars and with varying concrete strength and concrete cover. When higher bond strengths than those recommended for cast‐in reinforcement are taken into account, it is important to check deformations and crack widths at serviceability limit state (SLS) separately. For this reason structural tests on slabs and corbels were carried out. Moreover, pullout tests on post‐installed reinforcing bars were performed in order to measure displacements at service load level.
      PubDate: 2014-06-16T06:10:17.177734-05:
      DOI: 10.1002/suco.201300094
  • Behaviour of fatigue loaded self‐compacting concrete compared to
           vibrated concrete
    • Authors: Sara Korte; Veerle Boel, Wouter De Corte, Geert De Schutter
      First page: 575
      Abstract: Fatigue loading and its sometimes inevitable fatigue failure are well known phenomena for many civil engineering constructions. The behaviour of vibrated concrete (VC) under this type of loading is well understood. However, the fracture and fatigue resistance of self‐compacting concrete (SCC) is poorly documented in literature. Considering the substantially different composition of the two concrete types (VC and SCC), it is uncertain whether their mechanical properties are similar or not. This paper describes the results of a series of destructive static and cyclic four‐point bending tests on inverted Tshaped reinforced concrete beams, made from VC and SCC in equal quantities and of equal compressive strength. A comparison of the two concrete types is made, based on deflection, strain, crack width evolution and failure mechanism. The experiments prove that these mechanical properties of VC and SCC, subjected to a fatigue load, in some cases relate differently than in a static loading process. Furthermore, the results reveal a faster concrete strain and crack width development for SCC during the fatigue tests. Regarding the number of cycles to failure, the applied load level is crucial.
      PubDate: 2014-06-18T06:11:33.674643-05:
      DOI: 10.1002/suco.201300085
  • 2014 reviewers
    • Pages: 590 - 590
      PubDate: 2014-12-01T02:41:21.298943-05:
      DOI: 10.1002/suco.201490019
  • fib‐news: Structural Concrete 4/2014
    • Pages: 591 - 597
      Abstract: Structural changes in the fib; 60 years of setting standards; Summer studies in Milan; fib Bulletin 73; New fib Presidium; HPC conference and MC2010 workshop in Beijing; Short notes; Congresses and symposia; Acknowledgement
      PubDate: 2014-12-01T02:41:25.602725-05:
      DOI: 10.1002/suco.201490020
  • Structural Concrete 1/2015
    • Pages: 598 - 598
      PubDate: 2014-12-01T02:41:21.829988-05:
      DOI: 10.1002/suco.201490021
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