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1)  initial intermediate principal stress coefficient
初始中主应力系数
1.
Experimental study on effect of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash;
初始中主应力系数对中密粉煤灰动模量阻尼比影响的试验研究
2)  initial orientation of principal stress
初始主应力方向
1.
The effects of initial orientation of principal stress,relative density and shear strain amplitude on characteristics of volumetric strain induced under drained cyclic shear condition are examined on the basis of comparative tests.
通过试验讨论了初始主应力方向、相对密度和剪应变幅度对排水条件下饱和砂土体积变化特性的影响。
3)  coefficient of intermediate principal stress
中主应力系数
1.
The coefficient of intermediate principal stress and orientation of principal stress are varied so that their influences on shear b.
试验过程中,控制平均主应力保持不变,分别探讨在排水与不排水条件下中主应力系数和主应力方向角对饱和砂土剪切特性和强度的影响。
2.
A series of tests are conducted for loose sand under complex stress conditions with different coefficient of intermediate principal stress,orientation of principal stress and mean principal stress.
利用土工静力-动力液压-三轴扭转多功能剪切仪,针对相对密度为30%的福建标准砂,在不排水条件下控制主应力方向、中主应力系数、平均主应力保持不变,进行了单调剪切试验。
3.
It is found that the coefficient of intermediate principal stress is smaller than 0 at plane-stress condition,which maybe one of the possible reasons leading to the numeric analysis result inconsistent with the testing result when the generalized Mises criterion used.
分析表明,平面应变状态下广义Mises准则会出现中主应力系数小于0的不合理情况,这可能就是导致预测与试验结果之间不一致的原因之一。
4)  initial stress
初始应力
1.
Three-dimensional finite element analysis of initial stress around screw implant;
螺旋形种植体骨界面初始应力的三维有限元分析
2.
Bounding surface equation of initial stress anisotropy;
初始应力各向异性的边界面方程
3.
Regression analysis and 3 D fitting of initial stress;
初始应力的回归与三维拟合
5)  initial stress coefficient
初应力系数
1.
Based on 14 specimen tests of concrete filled square steel tubes(CFST), the effects of the initial stress coefficient, load eccentricity ratio, strength of concrete, ratio of slenderness of test specimens, etc.
在14根方钢管混凝土构件试验的基础上,分析了初应力系数、荷载偏心率、混凝土强度、试件长细比等因素对承载力的影响,给出了钢管初应力对方钢管混凝土压弯构件承载力的影响系数,采用ANSYS有限元分析程序进行了非线性全过程分析。
2.
The parameters such as initial stress coefficient,load eccentricity ratio,strength of concrete,slenderness ratio of test specimens are discussed in detail for the effects on bearing capacity of the members.
报导了14个方钢管混凝土试件的承载力试验结果,对初应力系数、荷载偏心率、混凝土强度、试件长细比等因素对承载力的影响进行了分析,给出了钢管初应力对方钢管混凝土压弯构件承载力的影响系数 k_p,可供设计和施工时的参考。
6)  initial stress
初应力,初始应力
补充资料:中主
1.中等才德的君主。 2.中心,主宰。 3.南唐立国,凡历三世,宋马令《南唐书》仿《三国志.蜀志》之例,称之为先主,嗣主,后主。嗣主李璟,又称"中主"。如宋黄升《唐宋诸贤绝妙词选》所选李澋之词,即标为"李中主"。
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