非线性系统
数学分析
数学
曲率
Timoshenko梁理论
有限元法
正规化(语言学)
本构方程
经典力学
几何学
物理
计算机科学
结构工程
工程类
量子力学
人工智能
作者
De‐Cheng Feng,Xin Chen,Frank McKenna,Ertuǧrul Taciroğlu
出处
期刊:Journal of Structural Engineering-asce
[American Society of Civil Engineers]
日期:2023-04-01
卷期号:149 (4)
被引量:1
标识
DOI:10.1061/jsendh.steng-11527
摘要
Both integral and implicit gradient consistent nonlocal formulations are developed for a force-based beam element with material and geometric nonlinearities. The element is based on the Timoshenko beam theory, which accounts for shear deformations. Material nonlinearity is considered by using inelastic constitutive relationships, and geometric nonlinearity is considered by using the corotational formulation in the global system and a curvature-shear-based displacement interpolation (CSBDI) in the local system. Integration point dependency for strain-softening responses is addressed by using the section deformation as the nonlocal variable. The weak form of the implicit gradient-type governing equation is derived, and an efficient strategy is proposed to solve it. Consistent element flexibilities for both the integral and implicit gradient formulations are derived. To implement the proposed elements, a new and simplified state determination algorithm is developed. Finally, four illustrative numerical examples are presented to demonstrate the utility of proposed element and validate it. The results indicate that the proposed element can accurately capture both material and geometric nonlinearities, and offers consistent response predictions for any number of integration points due to its nonlocal regularization.
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