堆
岩土工程
期限(时间)
结构工程
接口(物质)
材料科学
非线性系统
应变能
变形(气象学)
复合材料
工程类
有限元法
毛细管数
量子力学
物理
毛细管作用
作者
Huafu Pei,Huaibo Song,Chao Zhou,Qing Yang,Da Xiao
标识
DOI:10.1139/cgj-2022-0011
摘要
Many elastoplastic and nonlinear models have simulated the long-term behavior of energy piles under cyclic thermomechanical loads. Although they consider the strain–stress hysteretic relationship at the pile–soil interface, the interface strength is assumed independent of the number of thermomechanical cycles. This simplification may cause errors in predicting the long-term responses of energy piles. Therefore, we propose a cyclic t-z model for the long-term thermomechanical analysis of an energy pile. Here, the interface strength of the model changes with the cycle number of thermomechanical loads. In addition, the accumulation of irreversible deformation at the pile–soil interface can be modeled. Moreover, the cyclic performance of interface shear tests and the long-term behavior of an in situ energy pile were simulated. Comparisons between the measured and simulated results indicate several vital aspects of the energy pile–soil interaction, including strength degradation, strain ratcheting phenomenon of the interface, and long-term pile responses under cyclic thermomechanical loading. Furthermore, numerical simulations were used to evaluate the effects of model parameters on the long-term behavior of energy piles under thermomechanical loads.
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