An improved K_ (IC) formula for indented bending beam method is proposed by considering the contribution from residual stress to the total stress intensity at the indentation flaw.
考虑残余应力对压痕弯曲梁应力场强度的贡献后，对相应的K _ (IC)表达式进行了修正。
Finally, a numerical instance of rubber beam bending deformation is given to demonstrate that the method is highly accurate and self-adaptive in solving large deformation engineering problems.
通过给出橡胶梁弯曲变形的数值算例，说明再生核粒子方法在解决大变形等工程问题上有着精度高，自适应能力强等特点。
It firstly derivates theoretical analysis formula of force and stroke by using beam bending theory and energy method.
首次采用梁的弯曲理论和能量法结合的方法推导了弯曲力和行程的理论解析公式。
应用推荐