elastoplastic造句
Both geometrical nonlinearity and
elastoplastic were considered in the element model.
单元模型中考虑几何非线性和材料非线性的双重影响.
Soil is modeled as visco
elastoplastic with layered and analyzed by finite layer method in practice.
地基土体采用粘弹塑性流变本构模型,为适应地基实际的层状结构,采用有限层法分析;桩采用弹性杆有限元分析.
The computed results of the elastic and
elastoplastic dynamic response of anticollision beam system are analyzed.
分析了防撞梁系统弹性和弹塑性动力响应计算结果.