A unified fractional-order viscoplastic fatigue damage model for rock materials under cyclic loading with creep effects

IF 7.1 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Computers and Geotechnics Pub Date : 2026-04-01 Epub Date: 2026-01-06 DOI:10.1016/j.compgeo.2025.107878
Jin Zhang , Chong Shi , Linkai Zhang , Ke Ren , Wei Qiao , Xuan Tang
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引用次数: 0

Abstract

This study presents a fractional-order viscoplastic fatigue–damage model to investigate the long-term deformation behavior of rock materials considering creep effects. Fatigue damage is interpreted as progressive microstructural degradation, formulated through a convolution-based evolution law, while time-dependent creep effects are captured via a viscoplastic yield function. Fractional calculus is introduced to establish a unified constitutive framework that couples viscoplastic deformation with damage evolution. The established model is implemented numerically using a return-mapping algorithm and validated through applications to four sets of experimental data reported in the literature, showing excellent agreement in terms of strain-rate dependency, cumulative deformation, confining pressure effects and fatigue life. Moreover, the proposed model successfully reproduces the transition of volumetric strain from compaction to dilation during cyclic loading, demonstrating its capability to capture the coupled fatigue–creep behavior of rock materials.
含蠕变的岩石材料循环加载的统一分数阶粘塑性疲劳损伤模型
为了研究考虑蠕变效应的岩石材料的长期变形行为,提出了分数阶粘塑性疲劳损伤模型。疲劳损伤被解释为渐进的微观结构退化,通过基于卷积的演化规律来表述,而随时间变化的蠕变效应则通过粘塑性屈服函数来捕捉。引入分数阶微积分,建立粘塑性变形与损伤演化耦合的统一本构框架。利用回归映射算法对所建立的模型进行了数值实现,并通过文献中报道的四组实验数据进行了验证,在应变率依赖性、累积变形、围压效应和疲劳寿命方面表现出良好的一致性。此外,所提出的模型成功地再现了循环加载过程中体积应变从压实到膨胀的转变,证明了其捕捉岩石材料疲劳-蠕变耦合行为的能力。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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