三向应力状态的英文

• three-dimensional stress state

• "三"英文翻译    three
• "向"英文翻译    direction
• "应力"英文翻译    stress; strain; tension; cha ...
• "状态"英文翻译    status; state; condition; st ...
• "单向应力状态" 英文翻译 :    linear stress state; uniaxial stre ed state; uniaxial stressed state
• "双向应力状态" 英文翻译 :    biaxial state of stress; biaxial stress; biaxial-stress field; two-dimensional state of stress
• "双轴向应力状态" 英文翻译 :    biaxial stress state
• "三向应力" 英文翻译 :    three dimensional stress; three-dimensional state of stress; three-dimensional stress; triaxial stress
• "偏应力状态" 英文翻译 :    deviatoric state of stress
• "去应力状态" 英文翻译 :    entspannungsverhalten decomposition characteristic
• "无应力状态" 英文翻译 :    u tre state; unstress state
• "应力，受力状态" 英文翻译 :    stress
• "应力状态" 英文翻译 :    state of stress; stre phase; stress condition; stress phase; stress state; stressed state
• "单轴应力状态" 英文翻译 :    uniaxial state of stress
• "等压应力状态" 英文翻译 :    equilateral state of stress
• "多轴应力状态" 英文翻译 :    multi-axial stress condition
• "广义应力状态" 英文翻译 :    generalized stress condition
• "极限应力状态" 英文翻译 :    boundary state of stress; ultimate stressed state
• "简单应力状态" 英文翻译 :    simple state of stress
• "静水应力状态" 英文翻译 :    hydrostatic state of stress
• "均匀应力状态" 英文翻译 :    homogeneous state of stress
• "空间应力状态" 英文翻译 :    general state of stress
• "琅金应力状态" 英文翻译 :    rankine state of stress
• "朗肯应力状态" 英文翻译 :    rankine states of stresses
• "平面应力状态" 英文翻译 :    plan-stressed state; plane state of stress; plane stress state; state of plane stress

• Dynamic strength and deformation of concrete in triaxial stress states
  三向应力状态下混凝土动态强度和变形特性研究
• For deriving the formula of the concrete filled steel tube short column subjected to axial compress we use the forth strength principle that is the shape energy ratio principle and get the formula when the steel gets into plastic stage
  在推导钢管混凝土轴心受压短柱承载力公式时，论文利用第四强度理论(即形状比能理论)推导出钢管进入塑性状态时的应力公式和三向应力状态下混凝土的破坏准则公式。
• Because of those , the paper systems analysis the complicated geological environment , the character of rock mass ' s stress field and the stability of landslide on the right bank , in addition , the paper also deeply studied the geological engineering problem after the dam was builded in order to provide science datum for engineering decision , and elicited several conclusion : ( 1 ) the character of rock mass ' s stress - strain and new structure stress fieldrfrom the middle of q3 to today , the direction of the maximal principal stress has already changed to the sn , the stress - strain action and three direction of stress have been changed from " potential positive break " to " potential slide "
  同时通过以上的分析研究本文得出了以下主要的结论与认识： ( 1 )最新构造应力场与地壳岩体应力?形变作用的现今特征：自晚更新世( q _ 3 )中期以来，区域应力场的最大主应力( _ 1 )作用方向转为近南北向( n10 w )作用并一直持续至今，地壳岩体的三向应力状态及应力?形变作用经历了由早期的“潜在正断型”转变到近期的“潜在走滑型”两个不同的发展阶段。