magnitude of stresses meaning in Chinese
应力大小
应力值
Examples
- However , the magnitude of stress should exceed a correspond value , if the stress has the ability to improve the flaw extending
但是就应力幅来讲，据保守的计算，也只有当应力幅值达到一定的数值后，才可能促使裂纹扩展。 - According to the paper , the reason of influencing the flaw progress has three factors , that is , the magnitude of stress , material and the mode of flaw
分析表明决定裂纹从萌生扩展到临界裂纹(这时裂纹发生失稳扩展)的扩展过程的主要因素有三个：应力幅值大小、材料、裂纹模式。 - The reliability ' s construe result for the magnitude of stress , and the flaw length and the life of flaw extend will be helpful to the modernization administration for the portal crane
对应力幅、临界裂纹长度及裂纹扩展寿命的可靠性分析所得出的结论对以后的港口机械的现代化管理有一定的理论和实践指导意义。 - Methods : this experiment used finite element analysis ( fen ) in the design of mesial and distal occlusal rest of distal - extension partial removable denture and to test the magnitude of stress and displacement of abutment teeth and soft tissue under the base when under the vertical force of two conditions
方法：采用有限元法在末端游离缺损义齿的有限元模型上作远中、近中（牙合）支托设计，分别在人工牙及修复后的牙列（包括义齿及基牙）上作垂直向加载，测试基牙及基托下软组织的位移及应力值，通过测试结果作对比分析。 - The research indicate that the structured soft clay has below several characteristic , the viscous strain is produced during the stage of primary consolidation and of second consolidation , and in the prophase , the relation of stress - strain - strain rate is unique , so the form of constitutive model , such as , f ( v ' , e ) = 0 , f ( ' v , e , t ) = 0 , ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects , in addition the time - dependent strain , apparent preconsolidation pressures that depend on strain rate , and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength , the mechanics characteristic is determined by the magnitude of stress , and the compression curve is composed of several sections . by combining structural yield stress and it ' s characteristics with the improved time line model , a new one - dimensional elastic visco - plastic consolidation model is established
研究结果表明，结构性土的固结过程具有以下特性：主固结和次固结阶段都包含有因土骨架的粘滞性移动而产生的变形，而且在正常固结阶段，存在应力?应变?应变速率的唯一性， f ( _ v ， e ) = 0 、 f ( _ v ， e ， t ) = 0形式的本构关系不足以描述土骨架的变形行为；固结压缩过程中的时间效应包括三个方面的内容，除了应力应变关系与时间相关外，还包括粘滞性变形引起表观前期固结压力增加和屈服应力的应变速率效应；软土的结构性使其力学特性与应力水平相关，压缩曲线具有分段性。