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Transient responses of a cylindrical lining in a thermoelastic medium based on the discontinuous interfacial model

机译:基于不连续界面模型的热弹性介质中圆柱衬里的瞬态响应

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摘要

As an important supporting structure in underground engineering, the lining is continuously exposed to harsh environments, such as high temperature and shock. This study takes lining and soil as the thermoelastic mediums of the Lord-Shulman model to investigate the transient responses of a cylindrical lining in thermoelastic mediums under the action of ramp-type heating. By considering the effects of thermal contact resistance and thermal wave impedance of the lining-soil interface, a discontinuous interfacial model was built for the lining-soil interface by adopting a thermal contact resistance model and the reflection and transmission principles of thermal waves. Based on the Laplace transform and its inversion, the solution of the dynamic response of the lining-soil system under the action of ramp-type heating was then obtained. The influences of the thermal contact resistance, thermal wave impedance ratio, thermal conductivity ratio, and specific heat ratio on the temperature increment and displacement were also explored. The comparison of the calculated results with the existing ones verifies the correctness of the results in this study.
机译:作为地下工程中的重要配套结构,衬里连续地暴露于恶劣环境,例如高温和休克。本研究将衬里和土壤作为主 - 舒尔曼模型的热弹性介质,以研究斜坡式加热作用下热弹性介质中圆柱衬里的瞬态响应。通过考虑衬里 - 土界面的热接触电阻和热波阻抗的影响,通过采用热接触电阻模型和热波的反射和传输原理,为衬里土界面构建了不连续的界面模型。基于拉普拉斯变换及其反转,然后获得衬里 - 土壤系统在斜坡型加热作用下的动态响应的溶液。还探讨了热接触电阻,热波阻抗比,导热比和比率对温度增量和位移的影响。计算结果与现有结果的比较验证了本研究中的结果的正确性。

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