摘要
在文献[1]的基础上，进一步应用广义阶梯函数对承受边缘弯矩、局部均有荷载和线性分布荷载的简支圆板进行塑性极限分析，给出了简支圆板在Tresca屈服条件下，边缘弯矩、局部均布荷载和线性分布荷载所满足的关系式。
In this paper, on the basis of the reference[1],the generalized step function has been appliedto the plastic limit analysis of simply supported circular plates under joining effects of edge wingding moments、 local uniform and linear local. The formular of edge wingding moments. Loca1 uniform and Linearload has been given out under the Tresca yield condition.
出处
《强度与环境》
北大核心
1996年第1期14-18,共5页
Structure & Environment Engineering
关键词
圆板
阶梯函数
塑性分析
Circular plate, Plastic analysis, Step function
