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横向载荷作用下缺陷加筋板有效板宽的一个计算方法
引用本文:郑金鑫,崔维成.横向载荷作用下缺陷加筋板有效板宽的一个计算方法[J].航空学报,2002,23(1):48-50.
作者姓名:郑金鑫  崔维成
作者单位:上海交通大学,船舶与海洋工程学院,上海,200030
摘    要: 基于大挠度理论给出一个含初始挠度、焊接残余应力缺陷加筋板格在横向载荷作用下有效带板宽度的计算公式,分析缺陷加筋板格的极限强度。并对 Faulkner型焊接残余应力板在均布载荷作用下进行了实际数值算例,分析表明上述诸因素均对极限强度有一定影响,这与实际情况是相符的。

关 键 词:缺陷  加筋板  极限强度  有效板宽  
文章编号:1000-6893(2002)01-0048-03
修稿时间:2000年12月7日

CALCULATING METHOD FOR THE EFFECTIVE WIDTH OF IMPERFECT STIFFENED PANEL PLATING WITH TRANSVERSE LOAD
ZHENG Jin xin,CUI Wei cheng.CALCULATING METHOD FOR THE EFFECTIVE WIDTH OF IMPERFECT STIFFENED PANEL PLATING WITH TRANSVERSE LOAD[J].Acta Aeronautica et Astronautica Sinica,2002,23(1):48-50.
Authors:ZHENG Jin xin  CUI Wei cheng
Institution:School of Naval Architecture and Ocean Engineering, Shanghai Jiaotong University, Shanghai 200030, China
Abstract:In this paper, analytical solutions for calculating the effective width of stiffened panel plating considering all the influences of initial deflection, residual stresses, transversely applied stresses and lateral loads are derived based on the elastic large deflection theory. The residual stress distribution adopts the Faulkner model. The uniform lateral loads have been considered. Numerical examples are given and the results indicate that all these factors have some effection on the effective width. Therefore, the present solutions provide a more accurate method for calculating the effective width of stiffened panel plating.
Keywords:imperfection  stiffened panels  ultimate strength  effective width
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