首页> 外文会议>Shock and Vibration Symposium >Modal Characteristics of Clamped-Clamped Beams and Plates: A study of Transition from Beam-like to Plate-like Behaviour
【24h】

Modal Characteristics of Clamped-Clamped Beams and Plates: A study of Transition from Beam-like to Plate-like Behaviour

机译:夹紧梁和板的模态特性:从梁状到板状行为过渡的研究

获取原文

摘要

This paper is a study of the transition from beam-like to plate-like behaviour in the free vibration of clamped-clamped beams and plates. This was achieved by using the finite element method to compute the frequency parameters of clamped–clamped beam-plates of fixed lengths, variable breadths, and aspect ratios (length/breadth) which varied from 0.25 to 20.0. From the (FE) results generated, graphs of frequency parameter versus symmetric mode number were produced from which the transitions between beam-like and plate-like behaviour were identified. These were used to produce transition curves which delineate the regions between beam-like and plate-like behaviour.
机译:本文研究的是在夹紧的夹紧梁和板的自由振动中从梁状到板状行为的转变。这是通过使用有限元方法计算固定长度,可变宽度和宽高比(长度/宽度)(从0.25到20.0)的夹紧-夹紧梁板的频率参数来实现的。从产生的(FE)结果中,绘制出频率参数与对称模数的关系图,从中可以识别出梁状和板状行为之间的过渡。这些用于产生过渡曲线,该过渡曲线描绘了梁状和板状行为之间的区域。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号