剪力键的英文

• shear key

• "剪力"英文翻译    shearing
• "键"英文翻译    key
• "剪力" 英文翻译 :    shearing (force)◇剪力构造 shear structure
• "剪力剪力" 英文翻译 :    shearing force
• "波剪力" 英文翻译 :    wave shearing force
• "层剪力" 英文翻译 :    story shear
• "冲剪力" 英文翻译 :    punching shear
• "纯剪力" 英文翻译 :    pure shear; simple shear
• "端剪力" 英文翻译 :    end shear
• "风剪力" 英文翻译 :    wind shear
• "负剪力" 英文翻译 :    negative shear
• "横剪力" 英文翻译 :    lateral shear; transverse shear
• "剪力(地)" 英文翻译 :    block shear sample
• "剪力板" 英文翻译 :    shear plate
• "剪力波" 英文翻译 :    shear wave
• "剪力差" 英文翻译 :    shear difference
• "剪力钉" 英文翻译 :    shear concrete stud; shear nails; welding studs
• "剪力盒" 英文翻译 :    shear box
• "剪力环" 英文翻译 :    shearing rings; stressed collar
• "剪力铰" 英文翻译 :    shear hinge
• "剪力矩" 英文翻译 :    shearing moment
• "剪力梁" 英文翻译 :    shear beam
• "剪力流" 英文翻译 :    shear flow
• "剪力面" 英文翻译 :    plane of shear; shear plane
• "剪力模" 英文翻译 :    modulus of rigidity

• ( 2 ) 3d - fem analysis for the load - bearing capacity of the stud connector as the prevailing method to determine the shear rigidity and the limit load - bearing capacity of the shear connector is the push test , which is time consuming and laborious , in this thesis the push tesi specimen of the stud connector is simulated through the non - linear analysis module of the msc / nastran and the numerical analysis results are in good coherence with that of the practicality lev ; as a result , the shear rigidity and the limit load - bearing capacity of the stud connector can be determined by the finite element method and only a few practicality verification tests
  ( 2 )栓钉型剪力键承载力的3d - fem分析针对当前剪力键一般通过费时费力的推顶试验来确定抗剪刚度和极限承载力的状况，本文利用msc nastran非线性模块实现了对栓钉剪力键推顶试样的数值模拟分析，数值计算结果与试验结果能够很好吻合。这使得通过有限元方法的模拟和少量实物试验的验证，就能确定栓钉剪力键的剪切刚度和极限承载力，可以大大节省时间和经费。
• The emphases of the research works of this thesis are laid on the mechanical performance of the shear connector of the continuous composite bridge , the crack status and design method for crack control of the concrete deck in the negative moment zone of the continuous composite bridge , the influence of the connecting rigidity and the construction method over the structural mechanical characteristics of the continuous composite bridge , and the force transmission mechanism and the stress distribution of the rigid node connecting the girder and the pier in the mixed bridge and so on
  其中重点研究了组合结构桥梁中剪力键性能，负弯矩区混凝土板裂纹状态及控制裂纹的设计方法，钢与混凝土的接合刚度和施工方法对结构受力特性的影响，以及混合结构桥梁中梁墩刚性连接的传力途径及应力分布等。
• The author advances that the shear connector is simulated by two spring elements , which are vertical to each other and parallel to the interface between steel and concrete , and one multipoint constraint element , mpc element , which is vertical to the interface . the author also puts forward that the crack of the deck is simulated by the gap element which ca n ' t support longitudinal tensile force but can support longitudinal compressive force
  提出了以正交的两个平行于钢和混凝土界面的弹簧单元及一个垂直于界面的多点约束( mpc )单元来模拟剪力键，以小间隙接触( gap )单元来模拟混凝土桥面板的开裂，模型中忽略了混凝土板与钢梁接触面间由摩阻而产生的粘着力。