Results 61 to 70 of about 107 (91)
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The effects of partial shear connection in the hogging moment regions of composite beams
Journal of Constructional Steel Research, 2004Brian Uy, M A Bradford
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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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The behaviour of composite steel beams with precast hollowcore slabs in hogging moment regions
2005No
Lam, Dennis, Fu, F.
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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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Continuous Composite Beams Stiffened with CFRP Sheet at the Hogging Moment Region
2017The improvement in the flexural response and cracking resistance of steel-concrete composite beams stiffened with Carbon Fiber Reinforced Polymers (CFRP) sheets at the hogging moment regions is investigated experimentally and numerically in this study. The experimental program consists of two composite beams tested in an inverted position to simulate a
Ayman El-Zohairy +3 more
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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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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
openaire +1 more source