Results 91 to 100 of about 144 (140)
Shear Performance Study of Sleeved Stud Connectors in Continuous Composite Girder. [PDF]
Wu F, Su H, Su Q, Yuan B.
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Experimental Studies and Application of Fiber-Reinforced Polymers (FRPs) in Civil Infrastructure Systems: A State-of-the-Art Review. [PDF]
Albuja-Sánchez J +2 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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Steel and Composite Structures, 2010
An experimental and a non linear finite element investigation on the behavior of steel-concrete composite beams stiffened in hogging moment region with Carbon Fiber Reinforced Plastics (CFRP) sheets is presented in this paper. A total of five specimens were tested under two-point loads.
A.M. El-Shihy +3 more
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An experimental and a non linear finite element investigation on the behavior of steel-concrete composite beams stiffened in hogging moment region with Carbon Fiber Reinforced Plastics (CFRP) sheets is presented in this paper. A total of five specimens were tested under two-point loads.
A.M. El-Shihy +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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