Chinese translation for "critical stress"

极限应力
临界压力
临界应力

Related Translations:

critical sweat:  极期出汗

critical aperture:  临界孔径

critical boiling:  临界沸腾

critical gradient:  临界坡降临界梯度

critical components:  至关重要的部分

critical product:  关键产品尖端技术产品

critical sequence:  关键工序

critical potentials:  临界电位,中肯电位

critical rationalism:  批判理性主义

critical critics:  批判的批评家

Example Sentences:

	1.	Euler ' s critical stress 欧拉临界应力56
	2.	Critical stress intensity 临界应力强度
	3.	The energy equilibrium equation and the relation between plastic work and the critical stress surface are given 给出了临界状态下的能量平衡方程及塑性功与临界应力面的关系。
	4.	It points out that the principal strain rate is coaxial with the principal stress at critical state and is independent of the critical stress surface 指出散粒体临界状态下的主应变率与主应力共轴，而与临界应力面形状无关。
	5.	To raise the critical stress of the web , we always lay some transverse stiffeners on the web , and also lay some longitudinal stiffeners sometime 为了提高腹板的临界应力，通常都设有腹板横向加劲肋，有时还在梁中段加设纵向加劲肋。
	6.	An experimental study on concrete - filled steel tubes under bending and torsion is conducted . the experimental stress analysis shows that values of practical critical stress of the steel tube correspond well with mises yielding rule 离心钢管混凝土管在不同弯扭加载路径作用下，其扭矩与转角的关系在各阶段特点趋势与纯扭转作用下的情况基本相似。
	7.	In the analysis of the elastic local buckling strength of the stiffener ' s web , the elastic critical stress is analytically derived by solving the characteristic value problem involving the governing differential equation under the corresponding loading and boundary conditions 对于加筋板中加强筋腹板的局部屈曲，则用解析法推导出筋的腹板的挠度方程及其边界条件，求解相应的方程，从而计算出腹板的局部屈曲应力。
	8.	With this in minds , many researchers have proposed a variety of models for describing the nonlinear fracture of concrete for the past decades . amid them most take the critical stress intensity factor kic as the fracture toughness , a sign of ability to resist the crack extension 对此，在过去的几十年里，众多研究人员提出了很多描述混凝土非线性断裂的模型，而其中的大多数断裂模型都以临界应力强度因子k _ ( ic )作为抵抗裂缝扩展阻力的断裂韧度。
	9.	This paper try to mix the finite strip method and hybrid stress element , and deduce a numerical and computer method which combines the advantages of the two methods - mixed hybrid finite strip method ; analyze the intensity and stability of the orthotropic plate by this method ; deduce the formula of the orthotropic plate ' s analysis and calculation under this method ; compile the program of orthotropic plate ' s mixed hybrid finite strip method ( hfsop . for ) with fortran - 77 language , and perform them under fortran90 environment of pc computer ; comparing with traditional methods by example of computing , prove that the mixed hybrid finite strip method have better degree of accuracy , moderating the stiffness of plate , coming more close to actual conditions , avoiding over - hard or over - soft ; finally , this paper analyze the stability of a orthotropic plate by this method , and deduce the - value of critical stress 论文将有限条法和应力杂交元法两者结合起来，导出一种兼有两者优点的数值计算方法? ?混合杂交有限条法。运用这种方法对正交异性板的强度和稳定进行了分析，推导出正交异性板在这种方法下的分析计算公式，用fortran - 77语言编写正交异性板混合杂交有限条法程序( hfsop . for )在微机fortran90环境下运行。通过算例与传统的方法比较，验证混合杂交有限条法有更好的精度，使板的刚度适中，更接近实际情况，避免“过硬”或“过软” ；最后，论文还用此方法对一正交异性板进行了稳定分析，得出临界应力值。
	10.	Local buckling capacity of steel composite beam subjected to combined bending , shear and patch loading is one of key problem in steel structures design . the computational formula for local stability of web was based on the assumption of infinite - elastic perfect plates in the steel structures design code ( gbj17 - 88 ) . but in the revised code ( gb50017 - 2003 ) , this formula was made big change with reference to british code ( bs5950 , partl ) and australian code ( as4100 ) , the related research result of our country was included as well . in the modified formula , influence of early geometric imperfection and elastic - plastic buckling stage were considered , which is compatible with both actual circumstance of engineering and the strength formula of beams under bending stresses ( considering partial plasticity of the section ) . in this paper , the preceding problem is deeply analyzed and studied , considering the effects of various geometric parameters and stress combinations on buckling critical stress of web , the revised local buckling correlative formula for transverse and longituded stiffened web panels under combined stresses is analyzed and verified by finite element method 组合钢梁腹板在弯、剪及局压复合应力作用下的局部屈曲承载能力是钢结构设计中需考虑的问题，新的《钢结构设计规范》 ( gb50017 ? 2003 )对此部分内容作了较大改动，原规范中关于腹板局部稳定的计算公式是基于无限弹性的完善板假定；新的规范则参考了英国规范( bs5950 part1 )及澳大利亚规范( as4100 )并结合我国相关研究成果，考虑了屈曲进入弹塑性阶段以及初始几何缺陷的影响。这不仅与工程实际情况相符，而且也与钢梁在弯曲应力作用下允许截面部分进入塑性的计算公式相协调。

Similar Words：

"critical storage report" Chinese translation, "critical strain" Chinese translation, "critical strain grain growth" Chinese translation, "critical stre" Chinese translation, "critical strength" Chinese translation, "critical stress coefficient" Chinese translation, "critical stress for fracture" Chinese translation, "critical stress fracture toughness" Chinese translation, "critical stress intensity" Chinese translation, "critical stress intensity factor" Chinese translation