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原文传递 Modeling of Steel-Concrete Composite Elements under In-Plane and Out-of-Plane Loads
题名: Modeling of Steel-Concrete Composite Elements under In-Plane and Out-of-Plane Loads
其他题名: AASHTO.(2014).LRFD bridge design specifications,Washington,DC.Adebar,P.E.,and Collins,M.P.(1991)."Shear design of concrete offshore structures."ACI Struct.J.,91(3),324–335.
正文语种: 英文
作者: Trevor D. Hrynyk
关键词: Steel-concrete (SC) composite;Steel-concrete composite;Shells;Out-of-plane shear;Nonlinear analysis;Finite element;Analysis and computation
摘要: A nonlinear analysis procedure for steel-concrete (SC) composite structures is presented. The procedure uses smeared crack concrete constitutive modeling done on the basis of the disturbed stress field model and supplemental material models that are used to incorporate response contributions of the steel faceplates comprising SC composite elements. The procedure is implemented within the framework of a thick-shell finite-element analysis program and is verified using experimental data pertaining to SC composite structural elements subjected to exclusively in-plane or exclusively out-of-plane (i.e., through-thickness) loading conditions. Lastly, the shell structure analysis program is used to numerically investigate the performance of SC composite elements subjected to combined in-plane and out-ofplane shear forces, an area directly relevant to SC infrastructure applications, yet one that is limited in the existing database of literature.
出版年: 2016
论文唯一标识: P-26Y2016V142N10023
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001554
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 142
期: 10
页码: 288-298
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