A peridynamic method for creep and stress relaxation incorporating a novel fractional viscoelastic model

IF 4.2 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Engineering Analysis with Boundary Elements Pub Date : 2025-02-01 DOI:10.1016/j.enganabound.2024.106104
Guosheng Wang , Wenwen He , Dechun Lu , Zhiqiang Song , Xiuli Du
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Abstract

A fractional viscoelastic kernel function is proposed to describe the modulus evolution during the creep and stress relaxation behavior of quasi-brittle materials. A unified fractional viscoelastic model for creep and stress relaxation is further developed, which has the advantages of few parameters and high accuracy. The model can be degenerated into the basic viscoelastic models under different values of fractional order. The relationship between the force state in non-ordinary state-based peridynamics and the stress tensor in the continuum mechanics constitutive model is established. The developed fractional viscoelastic model is then integrated into the peridynamic framework to create a unified creep and stress relaxation peridynamic method. The calibration method of the model parameters is also determined through the equivalence of the peridynamics and the continuum mechanics, and the influence rules of parameters on the viscoelastic behavior of materials are discussed. The effectiveness of the proposed peridynamic method is verified by numerical simulations of a plate, bar, slate, and beam. The proposed method can accurately describe the deformation process from continuous to discontinuous in creep and stress relaxation. This study provides a valuable numerical tool for simulating structural damage caused by creep and stress relaxation in engineering structures during long-term operation.
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结合新型分数黏弹性模型的蠕变和应力松弛的周动力方法
提出了一个分数黏弹性核函数来描述准脆性材料在蠕变和应力松弛过程中的模量演化。进一步建立了蠕变和应力松弛的统一分数黏弹性模型,该模型具有参数少、精度高的优点。该模型在不同分数阶值下可退化为基本粘弹性模型。建立了非一般状态周动力学中的力态与连续介质力学本构模型中的应力张量之间的关系。然后将所建立的分数阶粘弹性模型整合到周期动力学框架中,建立了统一的蠕变和应力松弛周期动力学方法。通过周动力学和连续介质力学的等效,确定了模型参数的标定方法,并讨论了参数对材料粘弹性行为的影响规律。通过对板、杆、板岩和梁的数值模拟,验证了该方法的有效性。该方法能准确描述蠕变和应力松弛过程中由连续到不连续的变形过程。该研究为模拟工程结构在长期运行过程中因蠕变和应力松弛引起的结构损伤提供了有价值的数值工具。
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来源期刊
Engineering Analysis with Boundary Elements
Engineering Analysis with Boundary Elements 工程技术-工程:综合
CiteScore
5.50
自引率
18.20%
发文量
368
审稿时长
56 days
期刊介绍: This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods. Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness. The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields. In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research. The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods Fields Covered: • Boundary Element Methods (BEM) • Mesh Reduction Methods (MRM) • Meshless Methods • Integral Equations • Applications of BEM/MRM in Engineering • Numerical Methods related to BEM/MRM • Computational Techniques • Combination of Different Methods • Advanced Formulations.
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