全应力的英文

• total stress

• "全"英文翻译    complete
• "应力"英文翻译    stress; strain; tension; cha ...
• "安全应力" 英文翻译 :    allowable stress; safe stress; safe working stress; working stress
• "安全应力范围" 英文翻译 :    safe range of stress
• "全应力应变曲线" 英文翻译 :    complete stressstrain curve
• "岩石内全应力状态" 英文翻译 :    complete state of stress in rock
• "全应德" 英文翻译 :    chun eung dock; chun eung-dock
• "全应变理论" 英文翻译 :    total strain theory
• "全应转换" 英文翻译 :    global transformation
• "完全应答" 英文翻译 :    complete response cr
• "完全应得(惩罚)" 英文翻译 :    rightly deserve
• "完全应计法" 英文翻译 :    full accrual method
• "安全应用模块" 英文翻译 :    secure application module (sam)
• "安全应用模组" 英文翻译 :    secure application module
• "应力" 英文翻译 :    [物理学] stress; strain; tension; charge 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 and stresses on a bridge
• "安全应用编程接口" 英文翻译 :    jsa java security api java
• "对住客安全应负的责任" 英文翻译 :    duty of care for safety
• "切应力，剪应力" 英文翻译 :    shear stress
• "张应力；拉应力" 英文翻译 :    tensile stress
• "比应力" 英文翻译 :    specific stress
• "壁应力" 英文翻译 :    wall stress
• "变应力" 英文翻译 :    alternating stress; fluctuating stress; variable stress; varying stress
• "波应力" 英文翻译 :    wave stress
• "策应力" 英文翻译 :    microstress
• "侧应力" 英文翻译 :    side play

• Stress ellipsoid is often used to describe the variation scope of stress state
  全应力的变化范围常用应力椭球方程和应力椭球面来描述。
• The stress components in different planes are generally different both in directions and magnitude
  摘要过应力空间一点的不同斜面上的正应力、剪应力以及全应力会随着斜面的变化而变化。
• According to different working performance ofjhe partially prestressed structure after cracking under the piling loads , the calculating formulae of the " complete stress " are deduced separately by means of linear - elastic or nonlinear analysis method
  根据部分预应力构件在荷载分期作用下不同的受力性能，分别用线弹性方法和非线性分析方法推导了预应力构件开裂截面全应力的计算公式。
• Relying on a research subject , the prestressed tests of one important building prepared for the west lake exposition 2001 , which is in the period of this paper , the important discipline of structure " complete stress " is posted by means of theoretical calculation and experimental stress analysis . in addition , relatedly guiding thoughts and some suggests for optimal construction of the modern structural engineering are brought forward in this paper
  依托作者论文期间参与的杭州西湖博览会某重点场馆预应力结构施工检测课题的科研实践，用理论计算和现场实验分析途径，揭示了结构“全应力”分析的重要规律；并对现代结构工程施工方案的优化提出有关的指导思路和若干建议。
• Directed against the widespread conditions of overload transportation for vehicles in the entire country at present , the author in this paper , from the angle of the axle load distributing condition for heavy - load road , studies the heavy - load effects on the asphalt pavement and cement concrete pavement from the load - figure , mechanisms of the destroy , the methods of the axle load conversion and design parameters . based on the working characteristics of asphalt pavement under the heavy load , the author puts forward the mechanics - figure of the heavy - load asphalt pavement , and studies the heavy - load effects on the surface deflection of the pavement , bending and tensile stress of base layer bottom and rut . on the basis of the above , the author raises the multi - indexes design system for the asphalt pavement under the heavy - load , establishes the relevant formula of the axle load conversion in the light of properties of the heavy - load traffic , the author widens the range of the axle load , and raises the mechanics - fig ure fitting for the heavy - load cement concrete pavement
  本论文针对目前全国普遍存在的车辆超载运输现象，从重载道路轴重分布情况出发，从荷载图式、破坏机理、轴载换算方法、设计参数等方面研究分析了重载对沥青路面与水泥混凝土路面的影响；根据重载沥青路面的作用特点，提出了适用于重载沥青路面的力学图式；研究了重载对沥青路面路表弯沉、基层层底弯拉应力和车辙的影响；在此基础上提出了进行重载道路沥青路面设计的多指标体系，建立了相应的轴载换算关系式；依据重载交通特性，扩大轴载范围，提出了适用于重载水泥混凝土路面的力学图式；对水泥混凝土全应力水平下的疲劳性能进行了研究，并以此为基础，分析了轴载换算关系式。
• Erosion damage decreases rock load area , after defining damage variable , the damage stress in rock can be calculated by the method bring forward by lemaitre conveniently . for surrounding rock of a deep buried tunnel under the condition of drained , its seepage character is not only controlled by the high stress in rock , but also influenced by the development of erosion damage . in the whole course of rock " s deformation and failure , its seepage character decreases with the increment of stress in elastic stage , while " increases with the development of failure
  岩样中全应力?应变三轴渗透试验过程中的典型表现为随着应力的增加，岩体内的空隙和裂纹受载闭合，渗透性降低，应力达到一定阈西南交通大学鹰士研究生学位论文第11页值后，岩体内部裂纹发生扩展和归并，渗透性增强；同样，地下水的动、静压力作用对裂纹的扩展和归并也起着促进作用。
• In this paper , a important conception , complete stress , which is truthfully significative to assess the structural intension is introduced firstly . by theoretical analyses , we also discuss the stress change discipline of the typically prestressed concrete structure under the " chain " of self - weight , prestress and exterior loads , and establish a series of formulae which can calculate the stress of steel and concrete
  本文首先引入了对结构强度评定有真实意义的“全应力”概念，并从理论上分析了预应力混凝土典型结构在自重、预应力和外部荷载“链”作用下应力状态的变化，建立了钢筋和混凝土的应力求解公式。
• In view of the inconsistency between the direction of shear stress and total stress components and the normal direction of the corresponding inclined plane , a new three dimensional figure was proposed , which can give direct and intuitionistic description for the magnitude of these stress components
  针对剪应力、全应力作用方向与斜面的法向并不一致的问题，给出了一种能够直接描述不同斜面上正应力、剪应力和全应力变化的三维图形，该图形能够非常直观地表示正应力、剪应力以及全应力数值的变化。