1) plastic dissipation
塑性耗散
2) plastic dissipation energy
塑性耗散能
1.
Through adjusting the parameters of applied mode of explosive load and support conditions,some results such as response of middle span displacement,failure modes,relationship between Mises stress of middle span and time were obtained for different conditions,as well as the change of plastic dissipation energy in the I-shaped beam.
通过调整爆炸荷载的施加方式和工字钢梁支座边界等参数,得到了爆炸荷载作用下,工字钢梁在不同条件下的跨中位移响应、破坏形态、跨中Mises应力变化与时间的关系和梁中塑性耗散能的变化,并对结果进行了分析比较。
3) work expenditu re
塑性弯曲耗散功
4) plastic dissipation power
塑性耗散功率
1.
Limit analysis and plastic dissipation power of landslides;
滑坡极限分析与塑性耗散功率
2.
As an example,the method calculating the plastic dissipation power and saf ety factor of translation landslides is given.
基于塑性力学和极限分析理论,介绍和研究岩土体的体积塑性耗散功率和面积塑性耗散功率,并以平动性滑坡为例,给出滑坡体塑性耗散功率和安全因子的计算方法,具有一定的实用价值。
5) plastic dissipated energy
塑性能量耗散
1.
The governing differential equations are expressed in non-dimensional form and solved numerically in order to obtain the instantaneous deflection of the beam and the plastic dissipated energy in the beam.
给出了描述廻转梁早期响应历程的完全解,详细讨论了质量比等有关参数对结构变形和塑性能量耗散的影响以及初始输入能量的分配。
6) plastic energy dissipation
塑性能耗
补充资料：010耗散
分子式：
分子量：
CAS号：
性质：见010 损失。
分子量：
CAS号：
性质：见
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条