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原文传递 Unified Softened Membrane Model for Torsion in Hollow and Solid Reinforced Concrete Members: Modeling Precracking and Postcracking Behavior
题名: Unified Softened Membrane Model for Torsion in Hollow and Solid Reinforced Concrete Members: Modeling Precracking and Postcracking Behavior
其他题名: Jeng,C.-H.,Peng,S.-F.,and Chiu,H.-J.(2014b)."A new apparatus and method for torsion test of large-size reinforced concrete beams."J.Test.Eval.,42(1),181–195.
正文语种: 英文
作者: Chyuan-Hwan Jeng
关键词: Cracking;Torque;Torsion;Twist;Stress;Strain;Strain gradient;Stress-strain curve;Shear;Softened membrane model (SMMT);Concrete and masonry structures
摘要: The softened membrane model for torsion (SMMT) was the first rational theory to incorporate the precracking and postcracking torsional behavior of solid RC members. A series of theoretical and experimental investigations were conducted in Taiwan to extend the SMMT to hollow RC members. This paper proposes a generalized SMMT based on the results of these investigations, determines the constitutive relationships of concrete for thin-and thick-walled hollow RC members, and develops a unified SMMT theory for hollow and solid RC members. The proposed SMMT for hollow RC members (SMMT-H) is also employed to derive a rational Tcr and θcr formula for such members, completing a unified set of noniterative rational Tcr-θcr formulas for both hollow and solid RC members. In the experiment, the proposed SMMT-H analyzed the torsional responses of the specimens reasonably well, and predicted the cracking points and precracking torque-twist curves almost perfectly. The proposed rational formula for hollow RC members, which accurately predicted the Tcr and θcr of the specimens, is an almost-perfect simplification of the SMMT-H in terms of Tcr and θcr. A numerical example illustrating the simple application of this formula is presented.
出版年: 2015
论文唯一标识: P-26Y2015V141N10010
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001212
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 10
页码: 88-107
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