拉应力的的英文

• tensile

• "拉"英文翻译    cut; slash; slit
• "应力"英文翻译    stress; strain; tension; cha ...
• "的"英文翻译    4次方是 The fourth power of 2 i ...
• "拉应力" 英文翻译 :    intensity of breaking; pulling stress; stretching stress; tensile stress-strain properties; tension stress; traction
• "张应力；拉应力" 英文翻译 :    tensile stress
• "碳和石墨抗拉应力的试验方法" 英文翻译 :    standard test method for tensile stress-strain of carbon and graphite
• "标称拉应力" 英文翻译 :    nominal tensile stress
• "顶拉应力" 英文翻译 :    jacking stress
• "法向拉应力" 英文翻译 :    direct tensil stress; normal tensile stress
• "副拉应力" 英文翻译 :    secondary tensile stress
• "高拉应力" 英文翻译 :    high tensile strength
• "极限拉应力" 英文翻译 :    ultimate tensile stress
• "抗拉应力" 英文翻译 :    tensile stress; tension stress
• "抗拉应力场" 英文翻译 :    te ile stre field; tensile stress field
• "拉应力面" 英文翻译 :    zugseite drive side
• "拉应力面的" 英文翻译 :    zugseitig
• "拉应力试验" 英文翻译 :    te ile force test; tensile force test
• "临界拉应力" 英文翻译 :    critical te ile stre; critical tensile stress
• "容许拉应力" 英文翻译 :    allowable tensile stress
• "弯拉应力" 英文翻译 :    flexural-tensile stress; flexural-tensilestress
• "斜拉应力" 英文翻译 :    diagonal tensile stress; diagonal tension stress; inclined tension stress
• "许用拉应力" 英文翻译 :    allowable tensile stress
• "叶片拉应力" 英文翻译 :    blade centrifugal tensile stress
• "预加拉应力" 英文翻译 :    prestretching stress; pretension
• "张拉应力" 英文翻译 :    jacking stress

• Influence of temperature control on tensile stresses in arch dams
  温度控制对拱坝拉应力的影响
• Standard test method for tensile stress - strain of carbon and graphite
  碳和石墨抗拉应力的标准试验方法
• Testing of wood ; determination of ultimate tensile stress parallel to grain
  木材试验.与木料纹理平行的极限抗拉应力的测定
• The maximal tension stresses in surface and base between induced crack have been obtained by parametric analysis
  通过结构参数分析掌握了预切缝间面层、基层中最大拉应力的分布规律。
• Mechanical properties of corrosion - resistant stainless steel fasteners - part 3 : set screws and similar fasteners not under tensile stress iso 3506 - 3 : 1997 ; german version en iso 3506 - 3 : 1997
  耐蚀钢紧固件的机械特性.第3部分:不受拉应力的止动螺
• It has been shown that , when the direction of stress parallels magnetizing direction , barkhausen signal increases with the increasing of tensile stress , decreases with the increasing of compressive stress
  结果表明，应力方向与磁化方向平行时，巴克豪森信号值随拉应力的增大而增大，随压应力的增大而减小。
• The influence of relative cover c / d on corrosion failure model and maximal principal tension stress , the position of rebar located , corrosion of adjacent rebar induced additional stress are considered in this model
  模型中考虑相对保护层厚c d对锈胀破坏形态和钢筋周围混凝土最大主拉应力的影响，并且考虑了钢筋位置不同以及相邻钢筋锈蚀产生附加应力的影响。
• The bottom roller and sub - bottom roller of hcr is calculated about its equivalent stress , contact stress and the distributing of pulling - stress along the inside track of hcr . also , effects of hollowness and pinch fit are analyzed on bearing stress and rated load
  主要计算预负荷空心圆柱滚子轴承的最底部滚子和次底部滚子的等效应力、接触应力和滚子内圈拉应力的分布情况，分析滚子空心度和过盈量对轴承应力和额定载荷的影响。
• A bearing surface transmits the interaction between an arch dam and its foundation , the strength of which directly affects the constraint of the bedrock to the dam , and thus affects the stress and deformation of the dam . the influence is studied in this paper with nonlinear finite element method , as an example , for a high arch dam in design . the results show that the influence on stress is only limited within the local area near the bearing surface , larger on the maximum principal tensile stress than on the principal compression stress , and the decrease of the strength does not cause unlimited increase of the maximum stress . the influence on the displacement of the top of the dam is smaller than that of the bottom of the dam , especially the relative downstream displacement . at the lower strength of the bearing surface , the relative downstream displacement at the bottom of the dam increases with the decrease of the strength
  建基面是传递拱坝和基岩相互作用的纽带，它的强度直接影响基岩对坝体的约束，从而影响坝体的应力和变形.采用非线性有限单元法，以设计中的某高拱坝为例，分析建基面强度对坝体应力和变形的影响.结果表明建基面强度对坝体应力的影响仅限于建基面附近的局部范围，对最大主拉应力的影响要大于对最大主压应力的影响，建基面强度的降低不会无限地增大坝体的应力数值；建基面强度对坝顶位移的影响较小，但对坝底位移(尤其是顺河向相对位移)的影响较大，当建基面强度较低时，坝底顺河向相对位移随建基面强度的降低而增大
• Secondly , another 2d - fem analysis is made on a practical engineering of foundation pit excavation supported by soil - nailed system . then the different distributions of tensile stress , shear stress , plastic failure zone and horizontal displacement obtained by analysis for non - supporting and soil - nailed supporting step - by - step excavation are compared with each other . some conclusions about mechanism of soil - nailed supporting system are reached from above comparisons
  在计算方法与本构模型研究中，重点对ansys中基于drucker - prager弹塑性本构模型的岩土体d - p材料作了分析，指出了此材料没有对拉应力限制的缺陷并提出在计算过程中必须密切注意拉应力的大小及分布；同时提出了基坑分步开挖与支护的数值模拟过程。