principal stress信息详情
[力]主应力;枝力,枝动
principal───n.首长;校长;资本;当事人;adj.主要的;资本的
stress───n.压力;强调;紧张;重要性;重读;vt.强调;使紧张;加压力于;用重音读;n.(Stress)人名;(意)斯特雷斯
principal office───总部,总社;总办事处;校长室;总店,总部,总社
principal components───主分量;主成分
alternating stress mean stress───交变应力平均应力
shear stress───[力]剪应力;[力]剪切应力;剪应力; 切变应力; 切应力; 粘性摩擦应力
principal boy───n.哑剧男主角(常由女演员扮演);哑剧中的男主角
principal investigator───首席调查员;主要研究者
principal engineer───首席工程师
maximUm difference of failure strength among various principal stress direction is up to 30%.───不同主应力方向的破坏强度最大差别可达30%。
beginning of crack is vertical along the orientation of maximum horizontal principal stress.───初裂缝是沿着最大水平主应力方向的垂直缝。
There are some differences of principal stress between secondary tectonic areas.───不同构造区主应力方向存在一定的差异。
The result shown, in North China dominant orientation of the maximum horizontal principal stress is NEE-EW orientation.───结果表明,大华北地区的优势最大水平主应力方向应该为北东东—东西向。
The stress path that prevails in a pavement under wheel loading includes stress reversal causing rotation of the principal stress direction.───在车轮的荷载作用下,整个路面的应力过程包括导致主应力方向发生旋转的应力反向。
The maximUm difference of failure strength among various principal stress direction is up to 30%.───不同主应力方向的破坏强度最大差别可达30%。
It was found that the undrained shear behavior of loose sands was considerably dependent on the orientation of the principal stress.───研究表明,主应力方向对在不排水条件下饱和松砂的单调剪切特性具有显著影响。
Cracks are distributed in the form of shaft film when the minimum principal stress direction is horizontal.───当竖直方向为最小主应力方向时裂纹的空间分布呈水平片状;
The degree of natural fracture opening is determined by horizontal differential principal stress and features of rock mechanics.───水平主应力差和近缝面岩石力学特性是影响天然裂缝张开程度的主要因素;
The more is principal stress deviator peak, the more possible is to emerge negative pore water pressure and to show more shear dilatation with high dry density.
The crystal axes and the principal stress axes are obtained from the optical indicatrix axes manually by turning the projection diagram as usual.
The overall direction of maximum principal stress is northeast with a small variation in different tectonic units.
The graph of maximum principal stress vector indicates the modeling is appropriate, and the style of crazing progress shows a satisfied agreement with the experimental phenomena.
Especially, the maximum principal stress, Von Mises stress and Tresca stress in the notch area were detailedly analyzed in this study.
The results show that: with the initial principal stress direction angle increases, the axial residual deformation from the compression state gradually transits to the elongation.
Finally, the influences of the intermediate principal stress and the strength-difference on the shakedown limit pressure of the thick-walled cylinder are investigated by the present solution.
The calculation principle of earth pressure using principal stress arching is proposed.
The numerical results showed that the intermediate principal stress weightily affected the spatial combination regularities of different kinds of structure planes.
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