1) maximu press stress
最大压应力
2) the maximal compressed stress
最大压缩应力
1.
This method discarded the limit to addendum coefficient, and using the flexible choice to the addendum coefficient, the maximal stretched stress, the maximal compressed stress were markably reduced.
提出了突破准双曲面齿轮设计中Gleason齿顶高系数的限制,灵活地选取齿顶高系数,以实现减小齿根的最大拉伸应力及最大压缩应力的新设计方法;同时,在设计中修正正转用齿面的压力角,以增加正转时齿根的强度。
3) maximum compressional stress orientation
最大主压应力
1.
The result shows that for over 95% stations the most prominent change recorded is in the survey line perpendicular or nearly perpendicular to the maximum compressional stress orientation of the focal mechanism solution while the smallest change is in or close to the orientation.
研究了27个强地震附近41个地电台的视电阻率变化,在震前1年尺度~短临阶段,在超过95%的台站上与震源机制解最大主压应力方位正交(或近于正交)测道的视电阻率变化最显著,主应力方位(或近于该方位)的测道的变化反之,其物理机理比较清晰。
4) maximum compressive stress
最大压应力(林)
5) maximum compressive stress calculation
最大压应力计算
6) maximum stress
最大应力
1.
Combined with the project examples,it introduces the construction methods of basic mass concrete,gets the calculation to the temperature of mass concrete,foundation restraint coefficient,shrink,maximum stress and the anti-crack coefficient,and puts forward the steps of assuring the not crack of concrete,this will assure the project quality of mass concrete.
结合工程实例,介绍了基础大体积混凝土的施工方法,进行了大体积混凝土温度、地基约束系数、干缩及最大应力及抗裂安全系数的计算,并提出了确保混凝土不开裂的措施,从而保证大体积混凝土的工程质量。
2.
It has found out these members dangerous position with the maximum stress and calculated the stress value, made the goal and the range of daily check more definite and concentric, provided the theory basis for establishing reasonable particle check system.
用大型有限元程序ANSYS分析了10t门座起重机主要构件的力学性能,找出了这些构件具有最大应力的危险部位并求出了它们的数值。
3.
The stress accumulating region and the maximum stress is calculated through cosmosm statics analysis program.
以１５０轨钢机上无螺栓十字轴万向联轴器叉头为例，建立了叉头的三维有限元分析模型，并运用Ｃｏｓｍｏｓｍ程 序进行静力学分析，找出了叉头的应力集中区和最大应力值，分析了叉头发生破坏的原因，提出了叉头 结构设计时可采取的措施。
补充资料：最大切应力
最大切应力
maximum shear stress
zu、da qieyingll最大切应力(maxirnum shear stress)指绝对值最大的主切应力。若各主应力间有。，>aZ>伪的关系时，则最大切应力r。二之值为r一二一红尹最大切应力所作用的平面为平分最大主应力和最小主应力间夹角的平面。(王占学)
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