Large strain and 3D stress analysis of laminated fiber-reinforced soft material structures with high order beam finite elements

IF 4.4 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Piero Chiaia , Alfonso Pagani , Erasmo Carrera
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引用次数: 0

Abstract

This study explores the capabilities of higher-order beam models within the Carrera Unified Formulation (CUF) framework for the large strain analysis of multilayered hyperelastic structures made of fiber-reinforced material. These materials exhibit complex mechanical behavior described by both geometrical and material nonlinearities. The proposed approach leverages the strengths of CUF, which allows for the definition of higher-order beam finite elements (FE) whose formal expression is an invariant of the structural theory adopted. The governing equations of the nonlinear static analysis are carried out by the Principle of Virtual Displacements (PVD) in a resulting pure displacement-based formulation. The nonlinear governing equations are written in matrix form in terms of Fundamental Nuclei (FN) of the internal and external force vectors and tangent stiffness matrix. The problem is solved through a Newton–Raphson linearization procedure coupled with path-following methods. The results show the capabilities of higher-order models in terms of accuracy and computational costs in predicting accurate displacements, strains, and detailed 3D stress distributions at large strain. The proposed results are compared with the FE solution obtained through classical models available in commercial software.
基于高阶梁有限元的层合纤维增强软材料结构大应变及三维应力分析
本研究探讨了高阶梁模型在Carrera统一公式(CUF)框架下对纤维增强材料多层超弹性结构进行大应变分析的能力。这些材料表现出由几何非线性和材料非线性描述的复杂力学行为。所提出的方法利用CUF的优势,允许定义高阶梁有限元(FE),其形式表达式是所采用的结构理论的不变量。非线性静力分析的控制方程是由虚位移原理(PVD)在得到的纯基于位移的公式中实现的。非线性控制方程用内力矢量和外力矢量的基本核(FN)和切向刚度矩阵的矩阵形式表示。通过牛顿-拉夫森线性化和路径跟踪方法求解了该问题。结果表明,高阶模型在精度和计算成本方面具有预测准确位移、应变和大应变下详细的三维应力分布的能力。将所得结果与商业软件中经典模型得到的有限元解进行了比较。
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来源期刊
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
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