华南理工大学学报(自然科学版) ›› 2005, Vol. 33 ›› Issue (10): 67-71.

• • 上一篇    下一篇

三跨缩比护栏系统冲击动力响应的有限元分析

张晓睛 黄小清 汤立群   

  1. 华南理工大学 交通学院,广东 广州 510640
  • 收稿日期:2004-11-30 出版日期:2005-10-25 发布日期:2005-10-25
  • 通信作者: 张晓晴(1974-),女,博士,主要从事冲击动力学方面的研究 E-mail:tcqzhang@scut.edu.cn
  • 作者简介:张晓晴(1974-),女,博士,主要从事冲击动力学方面的研究
  • 基金资助:

    国家自然科学基金资助项目(10072033);广东省自然科学基金资助项目(05300134);华南理工大学自然科学基金资助项目(320E501430)

Finite Element Analysis of Dynamic Response of Three-Span Scaled-Down Guardrail System Under Impact Loading

Zhang Xiao-qing  Huang Xiao-qing  Tang Li-qun   

  1. College of Traffic and Communications,South China Univ.of Tech.,Guangzhou 510640,Guangdong,China
  • Received:2004-11-30 Online:2005-10-25 Published:2005-10-25
  • Contact: 张晓晴(1974-),女,博士,主要从事冲击动力学方面的研究 E-mail:tcqzhang@scut.edu.cn
  • About author:张晓晴(1974-),女,博士,主要从事冲击动力学方面的研究
  • Supported by:

    国家自然科学基金资助项目(10072033);广东省自然科学基金资助项目(05300134);华南理工大学自然科学基金资助项目(320E501430)

摘要: 建立了三跨缩比波形梁护栏系统受冲击荷载作用的有限元模型,运用LS—DY—NA3D有限元分析程序对护栏系统的冲击动力响应进行了有限元分析,得到了护栏系统各部件的瞬态变形过程,包括波形梁的弯曲、防阻块的挤压以及立柱的扭转和弯曲;给出了加载头冲击加速度初始急剧增长而后衰减到零的过程和速度逐渐降低直到反向的变化过程;分析了撞击过程中护栏系统的能量吸收特性,发现加载头的冲击能量主要转化为护栏系统各部分的内能和加载头的剩余动能,吸收能量的主要部件是防阻块和波形梁.将分析结果与实验结果进行对比,二者吻合很好,表明了模型的有效性.

关键词: 三跨护栏系统, 冲击, 动力响应, 有限元分析

Abstract:

A finite element model of the three-span scaled-down W-beam guardrail system under impact loading is established in this paper.The dynamic response of the guardrail system under the impact loading is analyzed by using the LS-DYNA finite element code,and the instantaneous deformation process of each part is revealed,inclu.ding the bending of the W-beam,the extruding of the blocks,the torsion and bending of the posts.Then,the varia-tions of the acceleration and the velocity are investigated,showing that the impact acceleration of the loading head rapidly increases at the beginning and then gradually decreases to zero,while at the same time,the impact velocity gradually decreases to a reverse value.Moreover,the energy-absorbing characteristics of the guardrail system in the impact process are analyzed.It is found that the impact energy of the loading head mainly translates into the inter-nal energy at each part of the guardrail system and the residual kinetic energy at the loading head,and that the blocks and the W -beams are the main parts absorbing energy .The analytical results are finally compared with the experimental ones and they are found to be consistent,thus revealing the validity of the proposed model.

Key words: three-span guardrail system, impact, dynamic response, finite element method