critical stress中文是什么意思

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用"critical stress"造句"critical stress"怎么读"critical stress" in a sentence

中文翻译手机版

极限应力
临界压力
临界应力

"critical"中文翻译 adj. 1.批判的，批评的；(在某方面)有鉴定力的 ( ...
"stress"中文翻译 n. 1.压力，压迫，紧迫，紧张。 2.【语音】重音；重 ...
"critical buckling stress" 中文翻译 : 临界皱折应力
"critical compressive stress" 中文翻译 : 临界压缩应力; 临界压应力
"critical longitudinal stress" 中文翻译 : 临界纵向应力
"critical normal stress" 中文翻译 : 临界法向应力; 临界正应力
"critical resolved shear stress" 中文翻译 : 临界分辨剪切应力; 临界分切应力
"critical shear stress" 中文翻译 : 临界剪应力; 位错移动所需的临界切应力
"critical shearing stress" 中文翻译 : 临界剪切应力; 临界剪应力
"critical stress coefficient" 中文翻译 : 临界应力系数
"critical stress for fracture" 中文翻译 : 断裂的临界应力
"critical stress fracture toughness" 中文翻译 : 临界应力断裂韧度
"critical stress intensity" 中文翻译 : 临界应力强度
"critical stress intensity factor" 中文翻译 : 临界应力强度因数; 临界应力强度因子; 应力强度因子
"critical stress intensity factors" 中文翻译 : 临界应力强度因子
"critical stress location" 中文翻译 : 临界应力位置
"critical tensile stress" 中文翻译 : 临界抗拉应力; 临界抗张应力; 临界拉应力
"elastic critical shearing stress" 中文翻译 : 弹性监界剪应力; 弹性临界剪应力
"lower critical stress" 中文翻译 : 低临界应力
"true critical shear stress" 中文翻译 : 真临界剪应力
"at critical" 中文翻译 : 在临界状态下
"be critical of" 中文翻译 : 爱挑毛病的，批评的; 对----表示谴责，对-----感到不满; 对......持批评态度; 对...爱挑剔的; 对……批评; 批评的
"critical" 中文翻译 : adj. 1.批判的，批评的；(在某方面)有鉴定力的 (in)。 2.吹毛求疵的；爱挑剔别人的 (of, about)。 3.危机的，危急的;决定性的，重大的;急需的(物资等);【医学】危象的;极期的。 4.【数，物】临界的；中肯的；足够发生连锁反应的。 I am nothing, if not critical. 只有这张刻薄的嘴，是我的长处。 be critical about 爱挑剔。 adv. -ly
"critical of" 中文翻译 : 对...感到不满，对...表示谴责; 对…持批评态度的；对…苛求的; 对…挑剔; 与…相反
"stress" 中文翻译 : n. 1.压力，压迫，紧迫，紧张。 2.【语音】重音；重读；【诗】扬音；语势，着重点。 3.重要(性)，重点，强调。 4.【物理学】应力；胁强，重力。 The landlord has imposed a severe stress on the poor tenants. 房东给贫苦的房客们加了很大的压力。 We must lay stress on self reliance. 我们必须强调自立更生。 Give stress to the 2nd syllable. 重读第二音节。 stress diagram 【工业】应力图。 moisture stress 缺水。 tensile stress 【材】抗张应力。 be stressed out (因心理压力过重而)精疲力尽的。 driven by stress of＝under stress of. in times of stress 在紧张[繁忙，困难]的时候。 lay [place, put] stress on 强调，用力干，着重于。 under stress of 被…逼迫着，在…强制下，由于，因为。 vt. 1.着重，强调，加重语气说。 2.用重音读。 3.加压力[应力]于，压，压迫。 adj. -ful ,-less adj.

例句与用法

Euler ' s critical stress
欧拉临界应力56
Critical stress intensity
临界应力强度
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。
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。
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。
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。
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。
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。
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。
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。