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。
2
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。
3
An element tangent stiffness equation was derived based on the secant stiffness equation of stability function elements with shear deformation effects considered.