Generalized softened variable angle truss-model for reinforced concrete beams under torsion

被引：35

作者：

Bernardo, L. F. A. ^{[1
]}

Andrade, J. M. A. ^{[1
]}

Nunes, N. C. G. ^{[1
]}

机构：

[1] Univ Beira Interior, Dept Civil Engn & Architecture, Ctr Mat & Bldg Technol C MADE, P-6201001 Covilha, Portugal

来源：

MATERIALS AND STRUCTURES | 2015年 / 48卷 / 07期

关键词：

RC beams; Torsion; Torque; Twist; Truss-model; Tensile concrete; Ultimate state; Cracking state; HOLLOW BEAMS; PURE TORSION; NONLINEAR-ANALYSIS; COUPLED MODEL; SECTIONS; STRENGTH; BEHAVIOR; MEMBERS; ELEMENTS; SHEAR;

D O I：

10.1617/s11527-014-0301-z

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A new analytical model based on a refinement of the variable angle truss-model (VATM) is developed to predict the entire torque-twist curve of reinforced concrete beams under torsion, including ultimate and cracking states. The refinement is based on the incorporation of the tensile stress-strain relationship of the concrete into the VATM. The new analytical model is called generalized softened variable angle truss-model (GSVATM). The new formulation and the calculation procedure for GSVATM are presented and the theoretical predictions are compared with the results from reported tests. It is shown that the new analytical model described in this paper gives good predictions when compared with the experimental data reported in the literature.

引用

页码：2169 / 2193

页数：25

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