趾應力 的英文怎麼說

中文拼音 [zhǐyīng]
趾應力 英文
toe stress
  • : 名詞1. (腳指頭) toe 2. (腳) foot
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  1. Cracks, growing at weld toe, tend to form at numerous sites along the transverse width perpendicular to the applied stresses.

    處萌生的裂紋往往在垂直於作用方向沿著橫向寬度在多處形成。
  2. However, the stud welding roots in the negative moment region of the beam are often subjected to the joint action of shear stress cycling of the studs and tensile stress cycling of steel girder flanges

    但在負彎矩處栓釘焊往往承受栓釘剪循環和鋼梁翼緣拉循環的共同作用。
  3. The effect of complex groundsill and dam body ' s construction process can be considered conveniently when finite element method is used to analyze dam body ' s stress. but there is no design criterion correspondingly because of the stress concentration that is caused by load at dam heel and dam toe under elastic state. furthermore, its value is easily affected by mesh size

    有限元法分析拱壩壩體可以較方便地考慮復雜地基條件和壩體施工過程的影響,但是由於彈性狀態下拱壩壩踵、壩處受荷載后的集中現象,而且其數值受網格尺寸影響較大,因此至今無與之相的設計準則。
  4. What is taken account of includes the effects of the material, geometrical shape, manner of loading, ratio of cycle stress, residual stress and short crack in weld toe on fatigue strength

    該模型考慮了材料、幾何形式、荷載形式、比、尺寸效、殘余及焊根部短裂紋等因素對疲勞強度的影響。
  5. In this paper, the linear accumulative damage theory commonly used for calculation of the fatigue of variable amplitude stress is used to assess the fatigue of the same part of the structure due to the two kinds of stress cycling and the assessment formulae for the fatigue of the stud welding roots in the negative moment region are also provided

    引入通常用於計算變幅疲勞的線性累積損傷理論,對2種循環引起的結構同一部位的疲勞進行評定,給出組合梁負彎矩區栓訂焊疲勞評定公式。
  6. The influences of the properties of alluvium deposit, the properties of diaphragm wall concrete, the construction sequence of diaphragm walls, the distance between diaphragm walls and dam toe and the shape of diaphragm walls on the stress - deformation behaviors of diaphragm walls of concrete face rockfill dams were studied

    研究了覆蓋層特性、防滲墻混凝土特性、防滲墻施工順序、防滲墻與壩之間距離和防滲墻形狀對于面板堆石壩防滲墻變形性狀的影響。
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