得到了最大相当应力系数。
The maximum equivalent stress factor is obtained through the test.
探头周围介质若非各向同性时,应力系数可用椭圆的解析式拟合。
As there are anisotropy in the media surrounding the sonde, the stress coefficients may be fitted with the analytical function of the ellipsoid.
运用导得的计算地基应力系数的解析式,极大地提高了计算速度和精度。
The running speed and the accuracy are extremely improved after the analytical expression of the coefficient end of the stress distribution were introduced.
本文着重分析了平均附加应力系数的数学物理意义及用它计算地基变形的优点。
This paper stresses on the analysis of the mathematical and physical significance of the average additional stress coefficient and its merit in foundation deformation calculation.
结果表明,有效应力系数随着围压的增加而减小,随着孔隙流体压力的增加而增大。
Prediction of the Stress Concentration Factors of the Nozzles on the Internal Pressure Cylinders;
本文对M27和M24两种直径高强度螺栓进行了复合应力系数测定和预拉力损失试验。
The composite stress factor and pre-tensile force loss of the two diameter high strength bolts of M27 and M24 are experimentally determined in the paper.
从应力系数、极限载荷和柔度系数三个方面对有限元计算结果和试验结果进行对比分析。
Analysis and comparison between the finite element analysis and experiment results for stress intensity factor, limit load, and flexibility factor were performed.
结合现场水力压裂试验确定的构造应力系数,实现了利用测井资料计算两个水平地应力的大小。
Combined with hydraulic experiment, certained tectonic stress factor, realized the use of log data to calculate the level of stress in two sizes.
给出了双层地基在圆形均布荷载、条形均布荷载和矩形均布荷载作用下,中心轴线上和角点下分层界面处的应力系数。
For two-layered ground loaded by uniformly vertical circular, rectangular and strip pressure the coefficients of vertical stress at the interface are tatulated.
采用响应面方法对实验结果进行分析处理,并对响应面方法进行数据处理获取有效应力系数ESCK的适应性进行了分析评价;
We analyze the experimental data using the response-surface method, and demonstrate the application of the response-surface method which is used to gain the ESCK.
预应变可以延长疲劳裂纹形成寿命,提高疲劳裂纹形成的抗力系数和裂纹形成的当量应力门槛值;
The pre-straining prolonged the fatigue crack initiation life, and increased resistance coefficient and equivalent stress threshold of the fatigue crack initiation.
粉砂粉土中,基坑被动区土体水平侧压力系数与竖向有效应力关系的研究还鲜有报道。
The relation between lateral pressure coefficient and vertical effective stress in passive region in front of wall is still given less concern.
文章拟介绍某预应力箱形桥梁的动力测试方案,动力系数测试结果及分析。
The dynamic testing method of a prestressed continuous box bridge, the testing result and the analysis of the dynamic coefficient are presented.
分析得出,随著侧压力系数的增大,主应力量值减小,主应力方位难改变;
With the increase of lateral pressure modulus, the magnitude of principal stress decreases and the direction of it is hardly changeable ;
分析得出,随著侧压力系数的增大,主应力量值减小,主应力方位难改变;
With the increase of lateral pressure modulus, the magnitude of principal stress decreases and the direction of it is hardly changeable ;
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