期刊文献+

六边形桥墩柔性抗船撞装置抗弯刚度 被引量:2

Equivalent bending stiffness of a hexagonal flexible crashworthy device for bridge piers
下载PDF
导出
摘要 针对中国自主研发的桥梁柔性抗船撞装置,构建该装置模型:由两个相似的六边形梁为内外钢围以及均布且垂直于六边形各边的防撞圈构成。分析该模型得到在冲击载荷作用下六边形梁的控制方程及相应的初边值条件。利用Laplace变换和数值Laplace逆变换对该方程进行求解,揭示六边形梁在冲击载荷作用下的动态响应。并进一步分析外钢围等效抗弯刚度对抗船撞装置动态响应的影响,发现外刚围结构在冲击载荷作用下存在临界等效抗弯刚度。当外钢围等效抗弯刚度达到该临界值后,该外钢围在冲击载荷作用下可以近似为刚性。 An analytical model is established to study the flexible crashworthy device which is devel- oped independently in China. The model is composed of a distributed springs linking and supporting two hexagonal-shape box-beam structures that encircle the bridge pier. The governing equation to- gether with adequate boundary conditions and initial conditions is deduced for the outer beam under dynamic impact loading. This governing equation is solved by the method of Laplace transform and the numerical inverse Laplace transform to get the dynamic response of the outer beam. The influence of the equivalent bending stiffness on the dynamic response of the outer beam is analyzed, and the critical equivalent bending stiffness is obtained. When the equivalent bending stiffness of the outer beam is more than the critical value, the beam can be considered as a rigid one under impact load.
作者 王硕 杨黎明
出处 《爆炸与冲击》 EI CAS CSCD 北大核心 2017年第3期387-395,共9页 Explosion and Shock Waves
关键词 柔性抗船撞装置 冲击载荷 LAPLACE变换 等效抗弯刚度 动态响应 flexible crashworthy device impact load Laplace transform equivalent bending stiffness dynamic response
  • 相关文献

参考文献7

二级参考文献51

共引文献295

同被引文献19

引证文献2

二级引证文献21

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部