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原文传递 Refined Softened Truss Model with Efficient Solution Procedure for Prestressed Concrete Membranes
题名: Refined Softened Truss Model with Efficient Solution Procedure for Prestressed Concrete Membranes
其他题名: Belarbi,A.,and Hsu,T.T.C.(1994)."Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete."Struct.J.Am.Concr.Inst.,91(4),465-474.
正文语种: 英文
作者: L. F. A. Bernardo
关键词: Membrane elements;Shear;Prestressed concrete;Efficient solution procedure;Softened truss model;Rotating-angle softened truss model (RA-STM)
摘要: This article presents a refinement of the rotating-angle softened truss model (RA-STM) for prestressed concrete (PC) membrane elements. To refine the RA-STM, an efficient solution procedure to solve the set of nonlinear equations is presented. Appropriate average stress-strain relationships for concrete and steel bars are also used in the solution procedure. The theoretical results obtained from the refined RA-STM are compared with some experimental results found in the literature and also with the original RA-STM. It is shown that the refined RA-STM captures better the behavior of PC membrane elements under shear and also predicts better the shear strength.
出版年: 2018
论文唯一标识: P-26Y2018V144N06009
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002044
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 06
页码: 99-110
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