Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Static Behavior in the Negative-Moment Region of Composite Beams Using Bolts as Shear Connectors
The report describes a further investigation of the use of high strength bolts for a more rigid connection between a concrete slab and a steel beam. This investigation covers the behavior of the negative moment region of continuous - composite members loaded to failure. Each of the three members tested consisted of a simply-supported span continuing into a cantilever. Load-deflection curves, strain profiles, and slip distribution curves were used in investigating the composite behavior of the members. Predicted loads were compared with the actual loads obtained. Six tension - pushout specimens were also investigated. Load-slip curves were determined and compared with those obtained from the composite members. (Author)
Static Behavior in the Negative-Moment Region of Composite Beams Using Bolts as Shear Connectors
The report describes a further investigation of the use of high strength bolts for a more rigid connection between a concrete slab and a steel beam. This investigation covers the behavior of the negative moment region of continuous - composite members loaded to failure. Each of the three members tested consisted of a simply-supported span continuing into a cantilever. Load-deflection curves, strain profiles, and slip distribution curves were used in investigating the composite behavior of the members. Predicted loads were compared with the actual loads obtained. Six tension - pushout specimens were also investigated. Load-slip curves were determined and compared with those obtained from the composite members. (Author)
Static Behavior in the Negative-Moment Region of Composite Beams Using Bolts as Shear Connectors
L. N. Dallam (Autor:in) / P. Gaudini (Autor:in)
1969
78 pages
Report
Keine Angabe
Englisch
Civil Engineering , Structural Mechanics , Bridges , Beams(Structural) , Bolted joints , Construction materials , Composite materials , Reinforced concrete , Studs , Bolts , Manufacturing methods , Casting , Aging(Materials) , Strain(Mechanics) , Deflection , Tensile properties , Cracks , Statistical data , Shear connectors
Static behavior of stud shear connectors in elastic concrete–steel composite beams
| Online Contents | 2015
Behavior of Partially Composite Beams with Demountable Bolted Shear Connectors
| Springer Verlag | 2025
Behavior of Partially Composite Beams with Demountable Bolted Shear Connectors
| Springer Verlag | 2025