1) stress regime
应力体制
2) tectonic stress regime
构造应力体制
1.
ombined with 40Ar-39Ar, SHRIMP and LA-ICPMS zircon U-Pb isotopic dating of volcanic and granitic rocks from this area, timing of main tectono-magmatic events and transformation of the tectonic stress regimes have been determined.
基于野外观察、断层滑动矢量分析和古构造应力场反演,研究了胶北隆起区两条主要断裂带(招远-平度断裂带和牟平-即墨断裂带北段)的活动历史及古构造应力状态,结合火成岩40Ar-39Ar、SHRIMP和LA-ICPMS锆石U-Pb测年结果,确定了该区晚中生代主要构造-热事件和构造应力体制的转换时限。
3) stress control
应力控制
1.
Study on stress control standards of high arch dam with self-adaptive finite element method;
利用自适应有限元研究高拱坝的应力控制标准
2.
According to the model,the phenomena of cyclic softening manifests that mean strain is increased with the increasing of the number of cycles in the low cycle fatigue under the stress control.
由该模型可知:应力控制的低周疲劳中,循环软化现象表现为平均应变随循环数增加而增加,材料的损伤包括循环塑性损伤和由随循环数增加的平均应变引起的蠕变损伤,同时得到了三轴应力场中的疲劳失效准则和损伤演化方程。
3.
By a series of pulsating cyclic tests of 16MnR steel under stress control at elevated temperature,transformation laws of the damage variable were measured at different maximum stresses at.
通过16MnR钢在中温应力控制条件下的脉动循环试验,测出在相同温度、不同最大应力以及相同最大应力、不同温度下的损伤变量变化规律。
4) twist stress
捻制应力
1.
Improving post-deformation apparatus of strand and rope to eliminate twist stress
改进股绳后变形器消除捻制应力
5) control stress
控制应力
1.
In view of the cracking problem in box girder,insufficient design method of concrete box girder in our country is analyzed,and method of control stress value selected about concrete box girder is discussed.
针对箱梁混凝土开裂问题,分析了我国混凝土箱梁设计方法的不足,探讨了箱梁混凝土控制应力的取值方法。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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