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failure stress相关的网络例句

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

Neumann series expansion in Monte-Carlo finite element is used to find the stress of fiber winded composite structures with stochastic factor; Structure reliability formula are then given by Monte-Carlo comparison method and Tsai-Hill failure criteria.

将纽曼级数展开的蒙特卡罗随机有限元应用于具有随机因素的纤维缠绕结构的应力求解;然后利用蒙特卡罗直接比较法和蔡希尔失效判据给出该结构的可靠性算式。

Based on the theory of fracture mechanics and the principle of structural reliability analysis,a computation formula of the fatigue failure of suspension cable system in a suspension bridge caused by alternate stress is deduced,thus an evaluation method on the safety life of suspension cable system which has been subjected to eroding is suggested,according to which,highway administration departments can arrange the opportunity of detection,maintenance and strengthening of bridges,as well as the investment.

根据断裂力学理论和结构系统可靠性分析原理,推导出交变应力引起的悬索桥吊索系统疲劳失效的计算公式,从而提出的一种考虑构件腐蚀后吊索系统安全寿命的评估方法,可以为公路管理部门合理安排桥梁的检测、维修、加固的时机和投资提供依据。

The temperature rise and thermal stress due to wheel/rail friction play an important role in such failure.

本论文根据轮轨间作用特点,从轮轨摩擦热响应的角度对轮轨关系作了研究。

Theobserved strain is 10~2 times as local point strain at the same observed stress.This indicates that macroscopical symmetrical rock is quasi-brittle materialwith microcosmic heterogeneousness and its macroscopical mechanicalbehavior is the results of reciprocity and magnification between microcosmiccharacteristic, not simple sum.(4) The degree of irregularity of strain increases with the number of cycle.But degree of irregularity of transverse strain fluctuates larger at the samecycle. Moreover degree of irregularity of transverse strain is larger than that ofaxial strain. This shows that deformation and failure of rock is process ofevolvement of small crack. Small crack evolves from even and out-of-orderstatus to heterogeneous and ordinal status.(5) Ultrasonic speed decreases with the number of cycle. The decreasecourse is such: Firstly, ultrasonic speed fluctuates in a steady scope in somecycles; And then ultrasonic speed quickly decreases to a certain more smallvalue; Afterwards in succedent cycles, ultrasonic speed fluctuates about thevalue. That is to say, ultrasonic speed fluctuates and decreases at intervals ofcycles. In deformation process of rock, quantitative change and qualitativechange of its small crack evolvement carry through crosswise.(6) Strength and modulus of rock decrease with exponential function asscale of specimens increases.

同一表观应力下,局部点应变与表观应变相差可达2个数量级,表明宏观上均匀的岩石是具有细观特征的准脆性材料,其宏观力学行为是细观特征相互作用、放大的综合结果,而不是简单的叠加;(4)岩样轴向应变不均匀程度和横向应变不均匀程度随循环次数的增加渐进增大,但是在同一个循环内,横向应变离散系数随应力的变化波动较大,且同一循环级别下,横向应变不均匀程度大于轴向应变不均匀程度,表明岩石内部微裂纹的演化是岩石变形破坏的本质特征,这一演化表现为微裂纹从均匀无序分布逐渐向非均匀有序发展;(5)随循环次数的增加,所有岩样内部超声波速会出现衰减,衰减过程表现为在某几次循环内超声波速在某一相对范围内波动,然后急剧减小到某一较小值,在随后的循环内,超声波速又会保持在这一较小值附近波动,即超声波速表现为波动和急剧减小间隔形式衰减,表明从宏观看来平稳的岩石变形过程,内部结构演化过程(微裂纹发展及其相互作用)却表现为均匀量变和突发质变不断交叉进行的现象;(6)岩石强度和弹性模量随尺度增大呈指数函数规律减小。

It is very important to study the mechanism and pattern of unstable failure of rock mass under high stress for deep mining engineering.

因此研究深部高应力下岩体失稳破坏的机理和规律对深部开采的安全性具有重要的现实意义。

According to the stress-strain complete process curve, the total volumetric strains and crack induced 1 volumetric strains is adopted as damage parameters for analyzing the five phases during the crack growth (crack closure , linear elastic, stable crack growth, unstable crack growth and post failure).

通过压缩试验获得的脆性岩石的全应力应变曲线,利用体积变量和裂纹体积变量等损伤变量分析得出裂纹发展的五个阶段即:压密、弹性、微裂纹稳定扩展、裂纹非稳定扩展和峰后失稳等。

In order to unchange products failure mechanism, the problem of maximum stress is discussed under accelerated life test.

提出了控制产品承受最大应力的措施,以保证在加速试验下产品的失效机理不发生变化。

Based on both macro- and micro- stress fields, composite structures'damage and failure are analyzed in this paper.

本文采用基于宏观和细观应力场两种不同方法来进行复合材料结构的损伤和破坏分析。

The proposed failure criterion can reflect nonlinear trend of increment of soil's shear strength with normal stress.

与直线型Mohr-Coulomb准则相比,该破坏模型能反映土体抗剪强度增长随正应力增加逐渐趋缓的特点。

With the deformation increasing, failure in the hollow specimen starts from the hole wall for the minor principal stress; and the bearing capacity drops off.

利用中晶和细晶两种人理岩的不同内径孔道大理岩试样,在内孔压力为0时进行常规三轴压缩试验,分析试样内非均匀应力分布对试样承载能力和变形特性的影响。

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