最大剪应力的英文

• maximum shear stress
• maximum shearing stress

• "最大"英文翻译    maximum
• "剪应力"英文翻译    shear stress; shearing stres ...
• "最大剪应力面" 英文翻译 :    plane of maximum shearing stress
• "最大剪应力值" 英文翻译 :    magnitude of maximum shearing stress
• "最大剪应力方向" 英文翻译 :    direction of maximum shear stress
• "最大剪应力理论" 英文翻译 :    maximum shear stress theory; maximum shearing stress theory
• "最大剪应力准则" 英文翻译 :    maximum shear stress criterion
• "最大剪应力 最大切胁强" 英文翻译 :    maximumshearstress
• "最大剪应变" 英文翻译 :    maximum shear strain
• "所有方向上最大剪应力" 英文翻译 :    absolute maximum shear stress
• "最大剪应力破坏准则" 英文翻译 :    maximum shear stress failure criteria
• "最大剪应力屈服条件" 英文翻译 :    maximum shear stress yield criterion
• "主应力和平面内最大剪应力" 英文翻译 :    principal stresses and maximum in―plane shear stress
• "最大剪切应力" 英文翻译 :    shear stress maximum
• "最大剪应变能量理论" 英文翻译 :    critical shear strain energy theory
• "最大剪应变能晾理论" 英文翻译 :    critical shear strain energy theory
• "最大剪切应力屈服条件" 英文翻译 :    maximum shear stress yield criterion
• "剪应力" 英文翻译 :    [力学] shear stress; shearing stress; tangential stress◇剪应力记录仪 sheargraph
• "切应力，剪应力" 英文翻译 :    shear stress
• "最大剪力" 英文翻译 :    maximum shear
• "最大剪切力" 英文翻译 :    maximum shearing
• "最大剪切面" 英文翻译 :    plane of maximum shear
• "壁剪应力" 英文翻译 :    skin friction, frictional drag; wall shearing stress
• "壁面剪应力" 英文翻译 :    wall shear stress
• "边界剪应力" 英文翻译 :    boundary shear stress

• Draw the element for maximum shear stress and mark values of all stresses .
  画出最大剪应力的单元体并标出全部应力值。
• In developing equations for maximum shear stresses, the special case will be considered .
  在导出最大剪应力表达式时，将考虑一种特殊情况。
• When the jiangkou reservoir is analyzed , its different breadth cases and a zone of fracture going through its bottom are considered , and the maximal shear stress in the reservoir bottom rock is shown
  在水库底部有断裂通过时，对江口水库在不同的假设宽度情况下进行了分析，给出了水库底部各处的最大剪应力。
• The information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method
  摘要利用坐标变换法证明了一般三维塑性流动问题任意点应力状态，可以完全由三维最大剪应力迹线上的信息确定，进而利用共斜面法给出了三维塑性流动问题沿最大剪应力迹线正应力的变化规律。
• Abstract : the information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method
  文摘:利用坐标变换法证明了一般三维塑性流动问题任意点应力状态，可以完全由三维最大剪应力迹线上的信息确定，进而利用共斜面法给出了三维塑性流动问题沿最大剪应力迹线正应力的变化规律。
• Regarding the rc beams subjected to concentrated load or even load and braced by bonding steel , an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet . the analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet . as indicated by the results , the maximum anchorage shear stress not only realtes to such parameters as height of cross section of rc beam and span but also relates to the thickness of adhesive layer , elastic modulus , thickness of steel sheet , and length of steel sheet . the present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent rc beam from local damage . the present results will offer important reference for our country to further perfect bracing design by bonding steel method
  在弹性理论的基础上，利用钢板锚固剪应力计算公式，对在集中荷载或均布荷载作用下采用粘钢加固的混凝土梁，分析钢板锚固最大剪应力的有关影响因数.结果表明，最大锚固剪应力不但和混凝土梁的截面高度、跨度等参数有关，还和粘胶层厚度、弹性模量、钢板厚度及钢板长度有关.采用文中方法可以对钢板端部最大锚固剪应力进行验算，防止混凝土梁出现局部受拉破坏.研究结果为进一步完善我国粘钢法加固设计提供重要的参考资料
• The main innovations and contributions in the paper are as below : 1 ) the third and forth strengthen theories were analyzed and compared particularly . the reason that according extent of every theory was closed the fact to a extent was analyzed and discussed on theory integrally . the strengthen theories fitted to super - high pressure vessels was perfected further
  本论文的主要创新点和贡献如下: 1 )对最大剪应力理论和最大应变能理论进行了详细的对比分析,对各理论与实际的符合程度的原因进行了较完整的理论定性分析论述,从而进一步完善了适合于超高压容器设计的强度理论。
• First1y , in this paper , the testes about tensi1e resistance of masonry components in different period are processed and re1ated suppositions and formu1as are brought forward : the formu1a about maxima1 shear stress of top side in high or tier masonry bui1dings is deduced . it can be found easi1y that the factors affect ing the maxima1 shear stress are vertica1 resi stance coefficient 1oad magnitude wa11 geometry dimensions and its modu1us of e1asticity
  首先，进行了不同龄期下的砌体试件抗压力学性能试验，提出了相关的假定和公式，推导出了纵横墙荷载差影响下的多、高层砌体结构房屋顶层的最大剪应力公式，从中可以看出影响最大剪应力的因素有竖向阻力系数、荷载大小、墙体的几何尺寸和墙体的弹性模量等。
• Then the formu1a of computing the maxima1 top shear stress in designing masonry bui1dings and the method of checking computations of cracks are brought forward in this paper on the basis of the theoretica1 deduce and the data of these tests and experiments . a1so , the practica1 construct methods and the requirements of preventing such cracks in the aspects of the construct rate . the strength and modulus of e1asticity of the masonry bui1dings are put forward
  随后，本文在理论推导和试验数据的基础上，提出了在砌体结构设计中计算顶层最大剪应力的公式和是否开裂的验算方法，并且从施工进度、砌体的强度及弹性模量、构造柱和圈梁的设置等方面提出了防止此类裂缝开展的具体施工方法和要求。

• 最大剪应力的日语：さいだいせんだんおうりょく