摘要
本文讨论了加肋板计并的基本理论,对均布荷载作用下的四边简支、四边固支矩形加肋板进行了计算,并和有限元计算结果进行了比较。分析表明,本文的理论与方法都是正确的。
This paper discusses the basic calculating theories of stiffened plates, and gives a computing example of a simply supported and a fixed rectangular stiffened plates. The results are compared with those by finite element method. The analysis shows that both theories and the methods are correct.
基金
国家教委高校科学技术基金
关键词
加肋板
矩形
四边简支
四边固支
uniform load
simply supported
fixed
rectangular stiffened plate
series solution
