| 夹芯板弯曲屈曲分析的有限条-棱方法 |
| |
| 引用本文： | 王海忠,何保康.夹芯板弯曲屈曲分析的有限条-棱方法[J].工业建筑,2002,32(11):51-52,60. |
| |
| 作者姓名： | 王海忠 何保康 |
| |
| 作者单位： | 西安建筑科技大学,土木工程学院,西安,710055 |
| |
| 摘 要： | 用有限条 -棱方法对冷弯薄壁型钢压型表面泡沫夹芯板进行了弯曲屈曲分析 ,得到了夹芯板受压面层屈曲时的临界应力、屈曲荷载及屈曲半波长 ,并与试验结果进行对比 ,理论值与试验值吻合较好
|
| 关 键 词： | 夹芯板 冷弯薄壁型钢 泡沫芯层 弯曲屈曲 临界应力 屈曲荷载 |
FLEXURAL BUCKLING ANALYSIS OF SANDWICH PANELS BY FINITE STRIP-PRISM METHOD |
| |
| Wang Haizhong\ He Baokang.FLEXURAL BUCKLING ANALYSIS OF SANDWICH PANELS BY FINITE STRIP-PRISM METHOD[J].Industrial Construction,2002,32(11):51-52,60. |
| |
| Authors: | Wang Haizhong\ He Baokang |
| |
| Abstract: | Flexural buckling analysis of sandwich panels with thin\|walled cold\|formed steel profiled faces and a foamed core is carried out by finite\|strip\|prism method.The buckling critical stress,buckling load and buckling half wavelength of the compressed face in sandwich panels are presented,the theoretical values and the experimental values are compared,and they are in good agreement. |
| |
| Keywords: | sandwich panel\ thin\|walled cold\|formed steel\ foamed core\ flexural buckling\ critical stress\ buckling load |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
