Chinese translation for "屈服极限"

limit of yielding
minimum yield
off set limit
offset limit
yield limit
yield strength
yield value
yield-limit

Related Translations:

屈服:  surrender; yield; bow to; give away; knuckle under; submit to 短语和例子迫使某人屈服 bring sb. to his knees; bring sb. to terms; 屈服于外界的压力 yield to pressure from outside; 他屈服于这种不公平的待遇。 he submitted to

塑性屈服:  plastic yielding

拉伸屈服:  tensile yield

屈服强度:  offset stressproof stressshear strengthyield intensityyield strengtrhyield stressyld yield strengthys yield strength

屈服曲线:  yield curve

屈服比:  yield ratio

体积屈服:  bulk yielding

屈服能力:  yieldability

屈服损坏:  yield failure

局部屈服:  local yielding

Example Sentences:

	1.	In two and three dimensions the yield limit is reached when a certain function of all the stress components reaches a fixed value . 在二维或三维的情况下，当所有应力分量的某个函数达到某一固定值时可达到屈服极限。
	2.	The result of simulation indicated that the maximum of mises stress in all the key parts is less than the yield stress of the gun steel 计算结果表明，各关键部件的发射动应力均小于炮钢材料的屈服极限。
	3.	Considering the feature of subgrade deformation , the off set limit and the settlement calculation depth are discussed in this paper 并结合路基变形特点，对软土层的屈服极限、沉降计算深度等问题进行了探讨。
	4.	After pretension 0 . 1 strain and pretorsion to 14 , whereas the strength limit keep on increasing in company with the pretorsional capacity 其中屈服极限在预拉伸应变0 . 1后再预扭转14后达到最大值，而强度极限随着预扭转量的提高不断增大。
	5.	The buckling of a plate mostly occurs in elastic regime with high strength steel adopted widely , and the plate reaches ultimate strength due to losing capacity when equivalent stress where maximal in - plane compressive stress appears arrives at yield in post - buckling phase 随着高强度钢的广泛应用，板格屈曲大部分发生在弹性范围内，在后屈曲阶段当板格最大面内压缩应力处的等效应力达到屈服极限时，板格迅速卸载，此时板格达到极限强度。
	6.	The conclusion of reappearing analysis is that crane bridge be used as usual because main weld maximum stress of upper cover plate of main beam lower than yield limit though it higher than permissible stress . inner stress of secondary beam was over ultimate strength , and deforming is ultra big . so it was unfit for produce and secondary beam must be changed 再现分析得出的主要结论为：桥架的主梁上盖板主焊缝的最大应力超过了许用应力，但小于屈服极限，可以继续投入使用；副梁内部的应力远远超过了强度极限，变形特别严重，不能满足生产要求，因此更换新的副梁；端梁内部的应力超过了屈服极限，小于强度极限，在应力较大的位置焊接补强板；投入使用后，要对整个桥架进行定期检查。
	7.	Comparing with these several strengthen formal , towards strength limit ' s improvement , the effect of torsion - tension and tension - torsion - tension was close ; simply tension - torsion - tension required a little larger prestrain quantity . whereas , towards yield limit " s improvement , the effect of torsion - tension - tension action ' s strengthen was the best 从几种硬化形式的比较来看，对于强度极限的提高，扭转-拉伸和拉伸-扭转-拉伸的强化效果相近，只是拉伸-扭转-拉伸所需的预应变量要大一些；而对于屈服极限的提高，扭转-拉伸-拉伸作用下的强化效果最佳。
	8.	On basis of numerical simulation , the optimized weling technological has been vadidated and adjusted by plane test , results show that residual stress of both ends welded in advance can be decreased by the interspace welded later , and decreasing effect is the most obvious in the 50mm range of the interspace ; for local heating , it is 60mm from the edge of heated area to decrease residual stress 通过平板试验得到了分段焊与局部加热合理工艺参数,并在此基础上,对转轮的焊接残余应力场进行了调整与控制,使叶片出水边危险区域附近产生了较大的残余压应力,且转轮整体的残余应力水平低于转轮材料屈服极限的三分之一。
	9.	When the a3 steel specimen was operated by tension - torsion - tension action , both the yield limit and strength limit had very large improved compared with that of monotonic tension . the improve scope of the yield limit could be 109 . 36 % , the strength limit could be 56 . 26 % . the yield limit value reached the max A3钢试件在拉伸-扭转-拉伸作用下的力学性能与单一拉伸相比，试件的屈服极限和强度极限都有很大提高。屈服极限提高幅度最高可达109 . 36 ，强度极限提高幅度最高可达56 . 26 。
	10.	After pretorsion the successor tensile yield limit and strength limit both improved very highly , but the trend of the increase of the strength limit was suspended till the pretorsional capacity reached 17 , when the pretorsional capacity was greater than17 ( prestrain value was 81 . 19 % of total strain ) , the successor strength limit rapid failed and approached the yield limit . this illustrate the a3 steel specimen translate from plasticity into friability after pretorsion strengthen . when the specimen was operated by tension - torsion action , the yield limit had very large improved , but the strength limit changed very little . furthermore , the trend of the increase of the strength limit was suspended till the pretension capacity reached 0 . 25 ( prestrain value was 66 . 93 % of total strain ) A3钢试件在预扭转后，后继拉伸屈服极限和强度极限均有很大提高，但强度极限的增大趋势到预扭转量为17为止，预扭转量大于17 (预应变值为总应变的81 . 19 )后强度极限迅速下降，与其屈服极限接近，这说明a3钢试件经预扭转强化后逐渐由塑性转化为脆性。该预应变值为a3钢试件的韧脆转变点。 a3钢试件在拉伸-扭转作用下，屈服极限有很大提高，但强度极限没有多大改变，而且，屈服极限的增大趋势到预拉伸量为0 . 25应变(预应变量为总应变量的66 . 93 )后就不再增加。

Similar Words：

"屈服过程" Chinese translation, "屈服函数" Chinese translation, "屈服荷载" Chinese translation, "屈服衡准" Chinese translation, "屈服后断裂力学" Chinese translation, "屈服极限，屈服点" Chinese translation, "屈服极限比" Chinese translation, "屈服假塑性" Chinese translation, "屈服价" Chinese translation, "屈服剪应力" Chinese translation