Chinese translation for "次应力"

secondary stress

Related Translations:

应力:  [物理学] stress; strain; tension; charge 短语和例子内应力 internal stress; 预应力 prestress; 正应力 direct stress; 冲击应力 impact stress; 交变应力 alternate stress; 工程师们计算桥梁的应变和应力。 engineers calculate the strains

Example Sentences:

	1.	Based on the simplified structure of rock mass , three - dimensional finite element numerical modeling technique is used to analyze systematically the distribution features of filed , strain field and plastic zone in the surrounding rock mass of the underground cavities after the excavation 在岩体结构模型概化的基础上，采有三维有限元数值分析方法，系统研究了大跨度、高边墙地下洞室群开挖完成后围岩的二次应力场、变形场和塑性破坏区的变化特征。
	2.	According to the feature of base reaction and base settlement , the influence of soil treatment to maximum settlement and differential settlement of foundation as well as internal force of foundation have been computed and analyzed with the finite element method 摘要针对实际工程中基底反力的分布特点和基础沉降特征，用有限元方法，计算分析得出：当地基加固后，筏板下地基呈现中心刚度大，而边缘刚度小时，可以有效减小差异沉降，继而减小由于沉降差异而引起的基础次应力。
	3.	Due to exceedingly flat arched vault of the flat tunnel with outsized span and renewed stress allocation in surrounding rock after excavation , which would inevitably induce some excessively large load on the base of arch , therefore , larger load - bearing capability in the is " foundation is a must . on the other hand , smooth face explosion must be applied to excavation of the arch base to further ensure the integrity and continuity of country rock around tunnel 特大跨超浅埋隧道拱部结构过于扁平，开挖后发生二次应力分布，拱脚处的应力过大，要求有较大的地基承载力，拱脚开挖时必须采用光面爆破，保证围岩的完整性和不受扰动，开挖后及时封闭，防止该处积水软化围岩。
	4.	The numerical example shows that if we use the correct guess integral , this method will give right answer . it has good performance for both p - version and hybrid stress fem . last , a hybrid stress finite element with second stress completion is presented , which keeps the virtue of normal hybrid finite element , especially good for incompressble material , because it can avoid the self lock of displacement and instability of stress results 第一部分还首次提出了一个满足二次应力完备的杂交应力单元，它的应力满足二次应力完备，而且通过巧妙的应力插值函数，避免了一般杂交应力元的矩阵求逆过程，而通常这个求逆过程都是很耗时的，这个二次应力完备杂交元保持了一般杂交元的优点，对于不可压缩问题具有较好的性能。
	5.	Based on the simplified structure of rock mass , flac ( superscript 3d ) numerical modeling technique is used to systematically analyze the distribution features of the secondary stress field , strain field and plastic zones in the surrounding rock mass of the underground cavities after the excavation 摘要在岩体结构模型概化的基础上，采用flac (上标3d )数值分析方法，系统研究了澜沧江某大型水电站大跨度、高边墙地下洞室群开挖完成后围岩的二次应力场、变形场和塑性破坏区的变化特征。
	6.	Abstract : taking the underground powerhouse in a huge hydropower station as an example , the authors studied distribution pattern of the secondary stress field of surrounding rock mass with nonlinear finite element method of the large - spaned underground powerhouse with high side wall and evaluated the stability of surrounding rocks 文摘:以某大型水利工程拟建地下厂房为典型实例，应用二维非线性有限元分析方法，研究大跨度、高边墙地下厂房区二次应力场分布规律，并评价围岩的稳定性。
	7.	Resumptively , the construction of new structure will change the third stress field to the fifth stress field in surrounding rock , and bring the safety problem of existing structure and the complexity problem of newly - built structure . it is a ineluctable problem that we must face and treat 概括地讲，新建结构物的施工会使围岩从原来的三次应力场演变到五次应力场，正是这种应力的演变导致了既有结构和新建结构的受力变异，造成既有侧的安全性和新建侧的复杂性问题。
	8.	In this thesis , the rock mass is treated as a continuous porous elastic medium , on the basis of the seepage field of the rock mass , the pore - water - pressure distribution in the rock mass around the tunnels is evaluated . then , the seepage - induced stresses in the rock mass is studied . based on the analysis of stress field in the rock mass around the excavation , the stresses behavior of the pressure tunnel with the internal pressure is studied using the coupled seepage - stress model 本文将围岩看作连续的透水弹性介质，从压力隧洞围岩渗流场着手，分析压力隧洞围岩中水压力分布，进而研究围岩中渗流产生的应力场，结合对隧洞围岩二次应力场的分析，探讨考虑渗流场和应力场耦合作用下围岩三次应力场特性。
	9.	( 4 ) according to the new methods of dynamic numerical simulation analysis and resting on the engineering geological conditions of surrounding rock mass and the project design , the three numerical simulation results are obtained , from which the author analyze systematically the distribution features of stress field , strain field and plastic zone in the surrounding rock mass of the underground cavities after the excavation and also the variable features of stress field , strain field and plastic failure zones in the surrounding rock mass of the underground cavities in the course of excavation ( 4 )按照动态数值仿真新思路，以地下洞室群围岩的工程地质条件和工程设计方案为依据，系统研究了大跨度、高边墙地下洞室群开挖完成后围岩的二次应力场、变形场和塑性破坏区的分布特征，开挖过程中围岩的应力场、变形场和塑性破坏区的变化特征。

Similar Words：

"次音速速率" Chinese translation, "次音速翼形" Chinese translation, "次音位" Chinese translation, "次英" Chinese translation, "次英格兰超级联赛冠军" Chinese translation, "次应用" Chinese translation, "次应用块" Chinese translation, "次营业日交割之隔夜拆放" Chinese translation, "次蝇量级" Chinese translation, "次永" Chinese translation