Kinematic numerical analysis of bending plate bearing capacity under cyclic loads

被引:0
|
作者
Ho, Phuc L. H. [1 ]
Tran, Dung T. [2 ]
机构
[1] Dong A Univ, Univ Core Res Ctr Disaster free & Safe Ocean City, Busan 49315, South Korea
[2] Ho Chi Minh City Open Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
基金
新加坡国家研究基金会;
关键词
BOUND LIMIT ANALYSIS; YIELD DESIGN; FORMULATION; ELEMENT; SUM;
D O I
10.1007/s00707-024-04199-0
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This study introduces a robust approach for determining safety factors and elucidating failure mechanisms in bending plates under cyclic loading conditions. The kinematic shakedown formulation is established by integrating the Hsieh-Clough-Tocher element with second-order cone programming. The resulting optimization problems, characterized by a multitude of variables and constraints, are efficiently solved using the MOSEK optimizer, a highly effective primal-dual interior-point algorithm-based solver. The proposed method's efficacy is validated by investigating various metal plates with diverse geometries, loading, and boundary conditions.
引用
收藏
页码:1179 / 1193
页数:15
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