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RISShort‐Term Behavior of Pultruded Fiber‐Reinforced Plastic Frame
Publisher: American Society of Civil Engineers
Abstract: Results of an experimental and analytical investigation of the behavior of a pultruded fiber‐reinforced plastic (FRF) portal frame subjected to short‐term static loads are presented. A 6 ft high by 9 ft wide
Structural Evaluation of Steel–Concrete Joint with UHPC Grout in Single Cable–Plane Hybrid Cable-Stayed Bridges
Publisher: American Society of Civil Engineers
Abstract: In order to investigate the mechanical behavior of the steel–concrete joint with ultrahigh performance concrete (UHPC) grout in single cable–plane hybrid cable-stayed bridges, a model test with a scale of 1:3 for a hybrid ...
Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors
Publisher: ASCE
Abstract: In order to explore the flexural performance of high-strength steel (HSS)/ultrahigh performance concrete (UHPC) composite beams, a total of six HSS-UHPC composite beams with varying levels of interfacial shear connectivity, ...
Behavior of CFSC-Encased Shear Connectors in Steel-Concrete Joints: Push-Out Tests
Publisher: ASCE
Abstract: A concrete-filled steel cell (CFSC) is commonly used in steel-concrete joints of hybrid girders. The performance of shear connectors embedded in CFSCs has been investigated in the current study in which a series of push-out ...