最小主应力的英文

• least principal stress
• least principle stress
• minimum principal stress
• minor principal stress

• "最小"英文翻译    minimum
• "小主应力" 英文翻译 :    minor principal stress
• "最小有效主应力" 英文翻译 :    minimum principal effective stress
• "最小主力" 英文翻译 :    minor principal stress
• "主应力" 英文翻译 :    main stress; major stress; primary stress; principal stress; principle stress; prinipal component of stress; prinipal stress
• "次主应力" 英文翻译 :    secondary principal stress
• "大主应力" 英文翻译 :    major principal stress
• "单位主应力" 英文翻译 :    principal unit stress
• "等主应力线" 英文翻译 :    isobar; line of equal principal stress; stress contours
• "第二主应力" 英文翻译 :    intermediate principal stress; minor principal stress; second principal stress
• "第三主应力" 英文翻译 :    minor principal stress
• "第一主应力" 英文翻译 :    first principal stress; major principal stress
• "径向主应力" 英文翻译 :    radial principal stress
• "平均主应力" 英文翻译 :    mean principle stress
• "视在主应力" 英文翻译 :    apparent principal stress; modified principal stress
• "压缩主应力" 英文翻译 :    compressive principal stress
• "有效主应力" 英文翻译 :    principal effective stress
• "中间主应力" 英文翻译 :    intermediate principal stress
• "轴向主应力" 英文翻译 :    axial principal stress
• "主应力比" 英文翻译 :    principal stress ratio; ratio of principal stresses
• "主应力差" 英文翻译 :    deviator stress
• "主应力方向" 英文翻译 :    direction of main stress; direction of principal stress
• "主应力轨迹" 英文翻译 :    trajectory of principal stress; trajectory of the principal stress
• "主应力迹线" 英文翻译 :    diagonal stress trajectory; isostatic; main stress line; principal stress trajectory
• "主应力空间" 英文翻译 :    principal stress space

• Major intermediate , minor principal stress
  最大中最小主应力
• The mohr - coulomb model is based on plotting mohr ' s circle for states of stress at failure in the plane of the maximum and minimum principal stresses
  莫尔库仑模式基于莫尔圆来判断最大和最小主应力平面上的破坏应力状态。
• In order to analyse the stability of the slop of this area , the longmen apex was chosen as a typical slope
  为分析长白山天池地区斜坡稳定性，选取龙门峰作为典型斜坡，采用有限元法对其进行应力、位移模拟分析，绘制最大、最小主应力等值线图。
• ( 6 ) the principal stress direction arised deflexion obviously after excavation , the maximum principal stress paralled to opening , minimum principal stress vertical to sidewall or vault
  ( 6 )数值模拟研究表明，隧道开挖后，主应力方向发生明显偏转，最大主应力与开挖临空面平行，最小主应力近于垂直。

• 最小主应力的日语：さいしょうしゅおうりょく