A bond-based peridynamic model for geometrically exact beams

IF 4.4 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Lu Han, Hongzhi Zhong
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引用次数: 0

Abstract

A bond-based peridynamic model is established for geometrically exact beams under Simo-Reissner hypothesis. In the framework of the special Euclidean group, a set of nonlocal deformation measures are obtained from the relative position of two cross-sectional centroids and the relative rotation of cross-sectional frames. These measures capture the tension, shearing, bending and torsion of the bond, providing accurate descriptions under conditions of uniform material strains. The peridynamic strain energy density is formulated accordingly. Linear momentum and angular momentum equations are derived from Hamilton’s principle. Several static and dynamic numerical examples are provided to verify the proposed model. The damage analysis capability of the model is exemplified in capturing the dynamic fragmentation of beams.
几何精确梁的基于键的周动力学模型
在Simo-Reissner假设下,建立了基于键的几何精确梁的周动力学模型。在特殊欧几里德群框架中,由两个截面质心的相对位置和截面框架的相对旋转得到一组非局部变形量。这些测量方法捕获了粘结的张力、剪切、弯曲和扭转,在均匀材料应变的条件下提供了准确的描述。据此推导出了围动应变能密度。线性动量和角动量方程是由哈密顿原理导出的。给出了几个静态和动态数值算例来验证所提出的模型。该模型在捕获梁的动态碎裂方面具有较强的损伤分析能力。
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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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