The elastic buckling loads are presented graphically in terms of the overall dimensions of the panel and its flexural and through-the-thickness shear stiffnesses. The data are applicable to sandwich panels with cores having a shear stiffness through their thickness which is very much higher along the corrugations than across them. The panel length to width ratios covered are from 0.5 to 4.5 (approximately). See ESDU 68029 for the background to the theory and for calculations of sandwich panel stiffnesses. See ESDU 81047 and ESDUpac A8147 or ESDU 94005 and ESDUpac A9405 for a computer program for calculation of buckling load.
68032 B-1994由ESDU - Engineering Sciences Data Unit 发布于 1994-12-01,并于 2004-05-14 实施。
非常抱歉,我们暂时无法提供预览,您可以试试: 免费下载 68032 B-1994 前三页,或者稍后再访问。
点击下载后,生成下载文件时间比较长,请耐心等待......
Copyright ©2007-2022 ANTPEDIA, All Rights Reserved
京ICP备07018254号 京公网安备1101085018 电信与信息服务业务经营许可证:京ICP证110310号