Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study on behaviour of angle shear connector in steel-concrete composite structures
Abstract In this study an experimental study of the behaviour of angle shear connector is presented. Six push-out tests on angle shear connector with two varied length angles were investigated. The shear resistance and shear stiffness with angles embedded in a normal concrete strength were predicted. The experimental results were also compared with standard design code formula and recommended values of design codes. The available experimental procedure for the determination of the shear force-slip behaviour of shear connector under static loading was adopted.
Study on behaviour of angle shear connector in steel-concrete composite structures
Abstract In this study an experimental study of the behaviour of angle shear connector is presented. Six push-out tests on angle shear connector with two varied length angles were investigated. The shear resistance and shear stiffness with angles embedded in a normal concrete strength were predicted. The experimental results were also compared with standard design code formula and recommended values of design codes. The available experimental procedure for the determination of the shear force-slip behaviour of shear connector under static loading was adopted.
Study on behaviour of angle shear connector in steel-concrete composite structures
Balasubramanian, Raguvaran (Autor:in) / Rajaram, Baskar (Autor:in)
International Journal of Steel Structures ; 16 ; 807-811
01.09.2016
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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