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作 者:WEN Min-jie XIE Jia-hao LI Li-chen TIAN Yi EL NAGGAR M.Hesham MEI Guo-xiong WU Wen-bing 闻敏杰;谢家豪;李立辰;田乙;EL NAGGAR M.Hesham;梅国雄;吴文兵(School of Civil Engineering and Architecture,Zhejiang Sci-Tech University,Hangzhou 310018,China;Faculty of Engineering,Engineering Research Centre of Rock-Soil Drilling&Excavation and Protection,Ministry of Education,China University of Geosciences,Wuhan 430074,China;Faculty of Civil Engineering and Mechanics,Kunming University of Science and Technology,Kunming 650000,China;Geotechnical Research Centre,Department of Civil and Environmental Engineering,Western University,London,Ontario,Canada;Ocean College,Zhejiang University,Zhoushan 316021,China)
机构地区:[1]School of Civil Engineering and Architecture,Zhejiang Sci-Tech University,Hangzhou 310018,China [2]Faculty of Engineering,Engineering Research Centre of Rock-Soil Drilling&Excavation and Protection,Ministry of Education,China University of Geosciences,Wuhan 430074,China [3]Faculty of Civil Engineering and Mechanics,Kunming University of Science and Technology,Kunming 650000,China [4]Geotechnical Research Centre,Department of Civil and Environmental Engineering,Western University,London,Ontario,Canada [5]Ocean College,Zhejiang University,Zhoushan 316021,China
出 处:《Journal of Central South University》2025年第1期229-243,共15页中南大学学报(英文版)
基 金:Projects(42477162,52108347,52178371,52168046,52178321,52308383)supported by the National Natural Science Foundation of China;Projects(2023C03143,2022C01099,2024C01219,2022C03151)supported by the Zhejiang Key Research and Development Plan,China;Project(LQ22E080010)supported by the Exploring Youth Project of Zhejiang Natural Science Foundation,China;Project(LR21E080005)supported by the Outstanding Youth Project of Natural Science Foundation of Zhejiang Province,China;Project(2022M712964)supported by the Postdoctoral Science Foundation of China;Project(2023AFB008)supported by the Natural Science Foundation of Hubei Province for Youth,China;Project(202203)supported by Engineering Research Centre of Rock-Soil Drilling&Excavation and Protection,Ministry of Education,China;Project(202305-2)supported by the Science and Technology Project of Zhejiang Provincial Communication Department,China;Project(2021K256)supported by the Construction Research Founds of Department of Housing and Urban-Rural Development of Zhejiang Province,China。
摘 要:This study proposes a general imperfect thermal contact model to predict the thermal contact resistance at the interface among multi-layered composite structures.Based on the Green-Lindsay(GL)thermoelastic theory,semi analytical solutions of temperature increment and displacement of multi-layered composite structures are obtained by using the Laplace transform method,upon which the effects of thermal resistance coefficient,partition coefficient,thermal conductivity ratio and heat capacity ratio on the responses are studied.The results show that the generalized imperfect thermal contact model can realistically describe the imperfect thermal contact problem.Accordingly,it may degenerate into other thermal contact models by adjusting the thermal resistance coefficient and partition coefficient.本研究提出了一种广义非完全热接触模型,用以预测多层复合结构界面间的接触热阻。基于Green-Lindsay(GL)热弹性理论,通过使用拉普拉斯变换方法,获得了多层复合结构温度增量和位移的半解析解,进而研究了热阻系数、局部系数、导热系数和比热容对响应的影响。结果表明,该广义非完全热接触模型能够更有效地描述非完全热接触问题。相应地,通过调整热阻系数和局部系数,它可以退化为其他热接触模型。
关 键 词:multi-layered structures general thermal contact model thermal contact resistance GL thermoelastic theory Laplace transform
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