以弹性地基梁理论为基础，建立了上排钢管幕在超挖和欠挖两种工况下的力学计算模型，推导出钢管幕的挠度曲线及相应的控制方程。
Underexcavation and overexcavation models have been presented based on the elastic foundation beam theory and the corresponding deflection equations and other controlling equations have been deduced.
目的：应用超弹性定制模型，通过调节模型标量参数记录组织工程纤维环的演变特征。
Objective. Apply a hyperelastic constitutive model to characterize the evolution of engineered AF via scalar model parameters.
针对存在的超弹性现象，提出了改进的质点—弹簧模型。
Aiming at the super-elastic phenomenon, the authors proposed an improved mass-spring model based on the classic mass-spring model.
本文结合有限元方法和超快热弹性模型对飞秒激光辐射下形成的微突起结构进行了数值模拟研究。
Finite element method and ultrafast thermoelasticity model are combined to simulate the microbump formation irradiated by a femtosecond laser.
通过单轴拉伸与平面拉伸试验，得到了柔性接头弹性件橡胶材料“三阶五项式冶超弹本构模型参数，通过有限元计算证明了该模型的优越性。
Planar and uniaxial tests were implemented to achieve 3nd order 5th item strain model constant of theelastomer and it is proved this model was superior to others.
通过单轴拉伸与平面拉伸试验，得到了柔性接头弹性件橡胶材料“三阶五项式冶超弹本构模型参数，通过有限元计算证明了该模型的优越性。
Planar and uniaxial tests were implemented to achieve 3nd order 5th item strain model constant of theelastomer and it is proved this model was superior to others.
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