Results 21 to 30 of about 26,589 (311)
Effect of shear connector spacing and layout on the shear connector capacity in composite beams
A three dimensional nonlinear finite element model has been developed to study the behaviour of composite beams with profiled sheeting oriented perpendicular to its axis. The analysis of the push test was carried out using ABAQUS/Explicit with slow load application to ensure a quasi-static solution. Both material and geometric nonlinearities were taken
Qureshi, Jawed +2 more
openaire +2 more sources
To investigate the behaviour of composite action with various shear connectors, push-out tests were performed for eight specimens. Test parameters includes are type of shear connector (headed stud connector and channel connector), number of connectors ...
P. SANGEETHA +2 more
doaj
Crestbond shear connector for load transfer on concrete filled composite columns in fire
: This paper presents a numerical study of the Crestbond shear connector, characterized by a steel plate with regular cuttings, when used as a load transfer element in concrete filled composite columns in fire.
Luiz Fernando Pereira do Prado +2 more
doaj +1 more source
Structural Performance of Shear Connectors
The top flange of steel composite bridge girders are furnished with a shear connector, which is a steel projection that facilitates the necessary shear transfer between the steel girder and concrete slab to permit composite action. Shear connectors are essential for building solid connection points that withstand shear loading. The shear connectors are
Thomson, Felix, Jikhil Joseph
openaire +1 more source
Pull-Out Resistance Capacity of a New Perfobond Shear Connector for Steel Pile Cap Strengthening
This study proposes a new type of the perfobond shear connector, which can be used to strengthen the steel pile cap embedded into the structure foundation, and evaluates its pull-out resistance capacity by performing a test on ten specimens.
Young-Ho Kim +3 more
doaj +1 more source
An Energy Dissipating Seismic Connector for Precast Concrete Shear Walls
In this study, several steel connector shapes were analytically evaluated as potential new seismic energy dissipating devices between vertical precast concrete shear wall panels.
Mohammed Aljuboori, Habib Tabatabai
doaj +1 more source
Hollow sections of steel are widely used in many engineering applications as structural members. This paper aims at studying the flexural behavior of a composite beams with steel tubes sections through a series of bending tests in order to study and ...
Amer M. Ibrahim +2 more
doaj +3 more sources
Behaviour of Innovative Concrete Sandwich Panels with Pervious Concrete Core under Flexural Bending
Research studies investigating the possibility of using new core material (other than polystyrene) in concrete sandwich panels are being reported in the literature. In this paper, lightweight pervious concrete core is proposed as a new alternative.
Jeyabalan ARUNRAJ CHRISTADOSS +1 more
doaj +1 more source
Experimental study on interfacial shear behavior of PBL shear connector deeply embedded in UHPC
To analyze the shear capacity and failure mechanism of perfobond strip (PBL) connectors in the junction of the steel-UHPC composite pedestrian truss bridge, this study conducted monotonic loading push-out tests on four specimens of PBL shear connector ...
Zhipeng Cao +5 more
doaj +1 more source
Parametric Push-Out Analysis on Perfobond Rib with Headed Stud Mixed Shear Connector
In steel and concrete composite structures, it is unfavourable to install many headed studs or perfobond ribs with narrow spacings at the joints. To solve this problem, a new type of a mixed shear connector was developed by combining a headed stud and ...
Shuangjie Zheng, Chen Zhao, Yangqing Liu
doaj +1 more source

