1) bending moment and stress
弯矩与应力
2) coefficient of bending stress
弯矩应力系数
1.
Based on the engineering design,it presents the coefficient of bending stress k_(sm).
本文通过对浅基础底面尺寸设计进行进一步理论推导,提出弯矩应力系数的概念,进而导出矩形基础的地基承载能力与地基土参数、基底尺寸和基础埋深的公式,公式给出了浅基础地基承载力与地基土参数、基础尺寸、基础荷载和埋深的函数关系。
4) bending moment
弯矩;力矩
5) axial force and bending moment coactions
轴向力与弯矩共同作用
1.
Adopting equivalent rigidity method with considering the axial force and bending moment coactions, the longitudinal response of shield tunnel subjected to differential subsidence due to earthquake is analyzed,The ra- tionality and applicability of the analysis with or without considering such coactions are demonstrated.
以考虑轴向力与弯矩共同作用的等价刚度评价法,分析了盾构法隧道在不均匀震陷作用下纵向的受力特性。
6) bending moment
弯矩弯曲力矩
补充资料:轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条