Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Finite-Element Modelling of Double Plate Flat Composite Shear Wall Under Lateral Load
This paper presents the behaviour and validation of finite-element modelling of double plate flat composite shear wall system subjected to static shear load with experimental results. A flat composite shear wall specimen was tested under static shear load. It is observed in the experiment that the failure of the composite shear wall is due to the buckling of cold-formed steel at the bottom of the compression side of the composite shear wall followed by cracks on the tension side of the exposed concrete surface. The experimental results are validated by numerical modelling of the composite shear wall using the finite-element package. A parametric study is carried out to find the effect of the number of shear studs (spacing of shear studs), yield strength of steel and compressive strength of concrete on the behaviour of the double flat plate composite shear wall. It is found that the load carrying capacity of walls is increased with decrease in spacing of shear studs.
Finite-Element Modelling of Double Plate Flat Composite Shear Wall Under Lateral Load
This paper presents the behaviour and validation of finite-element modelling of double plate flat composite shear wall system subjected to static shear load with experimental results. A flat composite shear wall specimen was tested under static shear load. It is observed in the experiment that the failure of the composite shear wall is due to the buckling of cold-formed steel at the bottom of the compression side of the composite shear wall followed by cracks on the tension side of the exposed concrete surface. The experimental results are validated by numerical modelling of the composite shear wall using the finite-element package. A parametric study is carried out to find the effect of the number of shear studs (spacing of shear studs), yield strength of steel and compressive strength of concrete on the behaviour of the double flat plate composite shear wall. It is found that the load carrying capacity of walls is increased with decrease in spacing of shear studs.
Finite-Element Modelling of Double Plate Flat Composite Shear Wall Under Lateral Load
Lecture Notes in Civil Engineering
Madhavan, Mahendrakumar (Herausgeber:in) / Davidson, James S. (Herausgeber:in) / Shanmugam, N. Elumalai (Herausgeber:in) / Senthilkumar, R. (Autor:in) / Karthikeyan, M. (Autor:in) / George, Sneha Liya (Autor:in)
Indian Structural Steel Conference ; 2020 ; Hyderabad, India
Proceedings of the Indian Structural Steel Conference 2020 (Vol. 2) ; Kapitel: 9 ; 105-122
23.08.2023
18 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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