Finally, this paper gives a shape equation of rock compression shear fracture nucleus describing the microcracking zone.
在上述结果基础上，提出了描述该微裂区的岩石压剪断裂核的形状方程。
Through deduction to the constitutional equation of viscosity, field and shear stress field of the runner were achieved.
通过计算得到的粘度场，由物料的本构方程反推出流道中的剪切速率场和剪切应力场。
An element tangent stiffness equation was derived based on the secant stiffness equation of stability function elements with shear deformation effects considered.
以考虑剪切变形影响的稳定函数单元的割线刚度方程为基础，导出了单元切线刚度方程。
应用推荐