1) relaxed modulus
卸载模量
1.
It cannot be used to determine the damage characteristics of elastoplastic materials by replacing the elastic modulus after damaged with the relaxed modulus.
指出该方法只适用于间接描述弹（脆）性材料损伤行为，不能简单地用受荷过程中的“卸载模量”代替假说中的“受损弹性模量”来描述具有不可逆塑性变形特征的弹塑性损伤行为，否则将可能导致对损伤行为的误判。
2) modulus of resilience under repeated loading
加卸载回弹模量
1.
According to the dynamic subgrade characteristic subjected to the vehicle loading, the tests of modulus of resilience under repeated loading, dynamic strength and dynamic strain are studied in laboratory for expecting to gain the dynamic behaviors of weathered granite soil.
风化花岗岩一般物理力学性质的研究已积累了较丰富的资料 ,而动态力学特性方面的研究却相对薄弱 ,本文根据车辆荷载作用下路基动态受力的特点 ,对风化花岗岩路基土的加卸载回弹模量、动变形、动强度进行了试验研究 ,以期获得风化花岗岩路基土动态力学性能的特
3) relieving flowing volume
卸载流量
1.
When gas well production is more than the minimum relieving flowing volume during the gas well keeps continuous discharging fluid , there will be no accumulated fluid in bottom hole.
当气井产量高于连续排液的最小卸载流量时 ,井底无积液 。
4) momentum discharge
动量卸载
5) die-unloading
有模卸载
1.
An elasto-plastic large deformation dynamic semi-explicit algorithm based on the iteration of velocity is proposed, and the U-bending and S-rail spring-back are simulated with die-unloading manner by adopting quasi-bending membrane element.
提出了基于速度迭代的弹塑性大变形动力半显式算法 ,并且在此基础上采用拟弯曲膜单元 ,结合有模卸载方式数值模拟了U形弯曲以及S形导轨回弹过程 ,着重比较了动力半显式算法与动力显式算法和实验的回弹结果 。
6) unloading model
卸载模型
1.
Fuzzy-stochastic damage increment functional was formulated on the basis of fuzzy attenuation algorithm model by the help of concentrating-damage vector,with which realized was the general expression on unloading model of viscous-elasto-plasto fuzzy-stochastic damage increment functional.
就土方开挖的损伤增益特征,提出并构造了基于模糊衰减模型的模糊随机损伤增量方程,实现了对粘-弹-塑性模糊随机损伤增量方程卸载模型的全面阐述。
补充资料：表观弹性模量
分子式：
CAS号：
性质： 在减震橡胶制品中，由于橡胶与金属黏着界面的形状效应，不能仅由形状尺寸和橡胶的弹性模量来决定不同方向的弹簧常数，为此将表观弹性模量Eap定义为：圆柱形：Eap=(3+4.9355S2)G正方形：Eap=(3+6.580S2)G无限长柱：Eap=(4+3.290S2)G式中G为剪切弹性模量，S为形状因子。
CAS号：
性质： 在减震橡胶制品中，由于橡胶与金属黏着界面的形状效应，不能仅由形状尺寸和橡胶的弹性模量来决定不同方向的弹簧常数，为此将表观弹性模量Eap定义为：圆柱形：Eap=(3+4.9355S2)G正方形：Eap=(3+6.580S2)G无限长柱：Eap=(4+3.290S2)G式中G为剪切弹性模量，S为形状因子。
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