1) failure surface
破坏面
1.
To avoid the deficiency,the paper attempts to establish an applicable failure surface in principal stress space for concrete to describe concrete strength change under different freeze-thaw cycles.
针对此情况,建立冻融混凝土在主应力空间内实用的破坏面演化模型,以描述冻融后混凝土的强度变化。
2.
To compare the difference in two fields,a concrete failure surface model in principle stress space,considering the damag.
为比较二者的差异,本文将考虑冻融循环影响的混凝土在主应力空间的破坏面模型嵌入通用有限元程序MSC。
2) failure plane
破坏面
1.
After the analysis of bearing force of the compressed cast iron and stress of its slanting section,it is derived that because of the function of the friction force and axial stress,the angle between the failure plane and the cross section is 45°+φ2(φ is the friction angle between cast iron and the pressure head of testing machine).
通过对受压铸铁试件受力和斜截面应力的分析,得出铸铁在摩擦力和轴心压力共同作用下,其破坏面与横截面的夹角为45°+φ/2(φ为铸铁与试验机压头间的摩擦角)。
3) interface failure
界面破坏
1.
Based on different stress state at the cracking position and experimental results,an interface failure criterion was proposed.
根据起裂位置的不同界面应力状态及相应的实验结果,提出了界面破坏的强度准则。
2.
The mechanism of the interface failure,as is reported in this paper, has been studied by the pull-out test, SEM, surf ace energy and fracture energy measurements.
本文通过单纤维拔出实验、SEM、表面能以及界面裂纹能计算等方法研究了界面破坏形式及机理。
4) destroyed section
破坏断面
1.
The conclusion that there shoud be an angle of 55° between the destroyed section and the cross section is drawn.
在分析铸铁的压缩破坏问题时，考虑了内摩擦力的影响，得到破坏断面与试件横截面应成５５°左右夹角的结论，从而与试验结果取得了一致。
5) plane wreck
平面破坏
补充资料：不看金面看佛面
1.同"不看僧面看佛面"。
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