Results 151 to 160 of about 3,636 (176)
Cracking performance in the hogging moment region of HSS-UHPC continuous composite girder bridges
StructuresShaohua He +4 more
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The effects of axial tension on the sagging-moment regions of composite beams
Journal of Constructional Steel Research, 2012Abstract Structural parts commonly comprised of composite members such as bridge approaches, inclined parking ramps and stadium beams, can be subjected to a combination of high axial loads and bending moments. Steel–concrete composite construction is a popular solution for these types of structures due to the numerous advantages that they offer ...
Vasdravellis, George (R16696) +3 more
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The Effects of Partial Shear Connection in Hogging Moment Regions of Composite Beams and Joints
Composite Construction in Steel and Concrete V, 2006This paper presents the results of an extensive experimental program designed to consider the effects of partial shear connection for beams and joints subjected to hogging moments. The experimental program elucidates some important concepts and highlights the benefits that may be attributable when the use of partial shear connection is invoked.
Brian Uy, Hing Yip Loh, Mark Bradford
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Analysis of composite beams in the hogging moment regions using a mixed finite element formulation
Journal of Constructional Steel Research, 2009Abstract Cracking of the concrete slab in the hogging moment region decreases the global stiffness of composite steel–concrete structures and also reduces the effect of continuity, thus making the structural behaviour highly nonlinear even for low stress levels. In this paper, the behaviour of continuous composite beams with discrete shear connection
Hjiaj, Mohammed +3 more
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Journal of Bridge Engineering, 2022
Abstract High-performance concretes without steam curing have great potential to improve crack resistance in the hogging-moment regions of continuous steel–concrete composite beams.
Jian-ping Lin +4 more
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Abstract High-performance concretes without steam curing have great potential to improve crack resistance in the hogging-moment regions of continuous steel–concrete composite beams.
Jian-ping Lin +4 more
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Composite Construction in Steel and Concrete IV, 2002
In order to investigate the influence of reinforcement on the development of cracks and the behaviour of composite slabs as part of composite beams in hogging bending areas, experimental investigations and parameter studies by calculation have been carded out at the University of Kaiserslautem. These studies are described in (1, 2, 3, 4_).
Wieland Ramm, Stephan Elz
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In order to investigate the influence of reinforcement on the development of cracks and the behaviour of composite slabs as part of composite beams in hogging bending areas, experimental investigations and parameter studies by calculation have been carded out at the University of Kaiserslautem. These studies are described in (1, 2, 3, 4_).
Wieland Ramm, Stephan Elz
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Journal of Structural Engineering, 2008
This paper presents both the results of an experimental program and numerical simulations, which have been conducted to investigate the ductility of composite beams in the hogging moment regions under fire conditions. The main objective is to study the ductility issue related to the inelastic behavior of composite beams at an elevated temperature.
R. B. Dharma, K. H. Tan
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This paper presents both the results of an experimental program and numerical simulations, which have been conducted to investigate the ductility of composite beams in the hogging moment regions under fire conditions. The main objective is to study the ductility issue related to the inelastic behavior of composite beams at an elevated temperature.
R. B. Dharma, K. H. Tan
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Elastic and inelastic analyses of composite cellular beams in hogging moment regions
Thin-Walled Structures, 2023Vinicius Moura de Oliveira +4 more
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