Linlin Wang , Shuo Chen , Shuitao Zhang , Jiyun Shen , Rongwei Yang
{"title":"Cyclic plasticity of hardened oil well cement paste: A nonlinear kinematic hardening perspective","authors":"Linlin Wang , Shuo Chen , Shuitao Zhang , Jiyun Shen , Rongwei Yang","doi":"10.1016/j.gete.2025.100641","DOIUrl":null,"url":null,"abstract":"<div><div>The present work focuses on the deformation of oil well cement subjected to cyclic loading. Different from the conventional models based on damage theory, the strain accumulation in this study is characterized in the framework of nonlinear kinematic hardening plasticity. The main feature of the proposed model is that a recall (nonlinear) term is introduced in the hardening rule so that the back stress hardens nonlinearly with plastic deformation. Accordingly, the back stress varies differently across the unloading and reloading paths, leading to a no-closed hysteresis loop and a ratcheting strain. The proposed model is validated through several experiments conducted on oil well cements cured at different curing temperatures and curing ages. The model results for the ratcheting straining of oil well cement under both uniaxial and triaxial compression agree well with experimental results. In particular, the proposed model well reproduces a much more pronounced residual strain during the first cycle, and a minor as well as constant accumulation rate for the subsequent cycles. For a comparison, such greater residual strain and the following smaller constant residual strain can not be characterized by the conventional damage-based models, which produces an increasing accumulation rates with the cycle numbers.</div></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"41 ","pages":"Article 100641"},"PeriodicalIF":3.3000,"publicationDate":"2025-01-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics for Energy and the Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352380825000061","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
引用次数: 0
Abstract
The present work focuses on the deformation of oil well cement subjected to cyclic loading. Different from the conventional models based on damage theory, the strain accumulation in this study is characterized in the framework of nonlinear kinematic hardening plasticity. The main feature of the proposed model is that a recall (nonlinear) term is introduced in the hardening rule so that the back stress hardens nonlinearly with plastic deformation. Accordingly, the back stress varies differently across the unloading and reloading paths, leading to a no-closed hysteresis loop and a ratcheting strain. The proposed model is validated through several experiments conducted on oil well cements cured at different curing temperatures and curing ages. The model results for the ratcheting straining of oil well cement under both uniaxial and triaxial compression agree well with experimental results. In particular, the proposed model well reproduces a much more pronounced residual strain during the first cycle, and a minor as well as constant accumulation rate for the subsequent cycles. For a comparison, such greater residual strain and the following smaller constant residual strain can not be characterized by the conventional damage-based models, which produces an increasing accumulation rates with the cycle numbers.
期刊介绍:
The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources.
The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.