节点文献

栅格三明治板的小挠度弯曲变形

Small deflecrion bending analysis of sandwich panels with truss cores

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王展光龚昕王珍吾肖鹤亮单建

【Author】 WANG Zhanguang1,GONG Xin1,WANG Zhenwu1,XIAO Heliang1,SHAN Jian2(1.Institute of Technology,Jinggangshan University,Ji’an 343009,China; 2.School of Civil Engineering,Southeast University,Nanjing 210096,China)

【机构】 井冈山大学工学院东南大学土木工程学院

【摘要】 通过横向刚度等效的原则,将金字塔形栅格转变成连续化模型,并通过其刚度常数的推导,使其转变成均匀夹层板,应用Reissner夹层板理论,得到其弹性小挠度下的基本方程,并就简支板为例,得到其解析解,通过与有限元分析进行比较,两者结果吻合良好。

【Abstract】 A sandwich panel with pyramidal truss cores was introduced and transformed into continuum model by means of the equivalent transverse shear stiffness.Its elastic stiffness constants were derived,and then the sandwich panel was idealized as a sandwich panel with uniform cores,and the basic equation was obtained with Reissner sandwich panel theory.The closed-form solution of a simple supported sandwich panel was calculated,and agree well with 3D finite element analysis.

  • 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2011年02期
  • 【分类号】TU399
  • 【被引频次】3
  • 【下载频次】93
节点文献中: 

本文链接的文献网络图示:

本文的引文网络