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shearing stress相关的网络例句

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与 shearing stress 相关的网络例句 [注:此内容来源于网络,仅供参考]

It is revealed that the shearing Reynolds' stress in the fluid is the driving force of the fluid flow.

揭示了液体媒质中的雷诺切应力是电机声流场的驱动力。

Slide breaking of shearing wedge block often occurs to elastic and plastic wall rockes around the circular roadways within the non-static head siress field in the direction perpendicular to its principal stress.

处于非静水应力场中的圆形巷道的弹塑性围岩常在其垂直于最大主应力的方向上产生剪切楔体滑移破坏。

Secondly, with a triaxial test instrument for unsaturated loess which can work with computerized tomograph carried original Q3 and Q2 loess testing on instantaneously, quantificationally and undamaged scanning. Combining CT images, data and stress-strain curve, this paper divided shearing process into 4 period with respectively analyzing studying.

其次,应用非饱和黄土的三轴CT扫描仪,进行了原状Q_3、Q_2黄土的三轴试验过程的动态、定量、无损的CT扫描,结合CT图像、数据与应力应变关系,对非饱和黄土的剪切过程分4个阶段进行了深入分析研究。

After the result of cohesion-friction model is compared with Coulomb Criterion, it is found that when the results of shearing strength are many and adjacent the strength parameters can not be regressed by least square method, instead the results should be divided into some beelines at that time according to the cohesion-friction model.(4) Discuss the characters of hard structural plane and weak structural plane: The adhesive friction theory is applied to research the changing course of shear area of hard structural plane and its influence on shear stress.

3介绍了岩石强度理论中的粘接摩擦模型,运用此模型分析依附型滑动面的演化过程,并将其推广到边坡岩土体抗剪强度的选取,讨论了不同法向应力下峰值强度和残余强度随法向应力的变化规律,在此基础上给出抗剪强度的选取模式,讨论了对实际取值结果的影响,并与传统的Coulomb准则进行了比较分析,指出直剪试验的法向应力在小应力区的点较多且抗剪强度结果差异不大时,不宜直接运用最小二乘法回归抗剪强度参数,此时应结合粘接摩擦模型对结果进行线性分段。

Systematic studies of element migration,activation,sequence by stress,REE distributions and the mineral crystal parameter variations in the ductile shear zones under condition of natural and strong shearing are the frontier of the ductile shear zones as well as the difficult aspects of geochemistry of mylonites at present.

系统研究韧性剪切带变形岩在天然强剪切应力作用条件下常量元素迁移机制及活化转移的应力排序、微量元素迁移的动力控制、稀土元素配分变化和变形矿物晶体化学变异的应力制约等构成了当代韧性剪切带研究的前沿课题,也是当前糜棱岩岩石地球化学研究难点和精华所在。

From the results of numerical simulation, distributing characters of stress and strain field of surrounding rock mass under gravity is analyzed, which presents the effect of quality of surrounding rock mass, construction order and interactions of adjacent underground runnels while being constructed simultaneously. Impact of interlayer shearing belts on surrounding rock mass stability of underground c

对工程区右岸地下引水洞室群的围岩稳定性进行系统研究,可以控制工程投资,提高施工质量和支护设计精度;分析评价洞室围岩的整体及局部稳定性,消除洞室稳定的潜在危害,对保证地下洞室的施工安全、围岩的长期稳定以及优化设计具有十分重大的工程实践意义。

Test results have shown that larger plastic volumetric strain as well as higher growth rate of pore water pressure would be generated in multi-directional shearing than in a single-directional one. Lower resistance of sand to liquefaction was also observed under the rotation of principal stress orientation.

与单向剪切相比,多向剪切会产生额外的塑性体积应变,在不排水条件下孔隙水压力增长的速率较高,特别是在具有主应力轴连续旋转特点的加载条件下,砂土抵抗液化的能力也将更低。

The elaborated finite element model of Liede bridge was established by taking the changes of structural stiffness influenced by initial stress and shearing deformation into consideration.

采用8节点实体单元模拟主塔和桥墩,考虑塔、墩的剪切变形和初应力对结构刚度的影响,建立了猎德大桥精细化有限元模型。

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