Jin Zhang , Chong Shi , Linkai Zhang , Ke Ren , Wei Qiao , Xuan Tang
{"title":"A unified fractional-order viscoplastic fatigue damage model for rock materials under cyclic loading with creep effects","authors":"Jin Zhang , Chong Shi , Linkai Zhang , Ke Ren , Wei Qiao , Xuan Tang","doi":"10.1016/j.compgeo.2025.107878","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"192 ","pages":"Article 107878"},"PeriodicalIF":7.1000,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25008274","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/1/6 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
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.
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.