Impact simulation and full scale crash testing of a low profile concrete work zone barrier

被引:49
作者
Consolazio, GR [1 ]
Chung, JH [1 ]
Gurley, KR [1 ]
机构
[1] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL 32611 USA
关键词
portable barrier; work zone; impact simulation; friction; energy dissipation; hourglass energy;
D O I
10.1016/S0045-7949(03)00058-0
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The development of a new low profile portable concrete barrier system for use in roadside work zone environments is presented. By making extensive use of non-linear dynamic finite element impact simulation, several cycles of concept refinement were carried out using simulation rather than expensive full scale crash testing. Issues such as ensuring stable vehicle redirection during impact, properly accounting for frictional effects (and associated energy dissipation), and monitoring system energy parameters are discussed together with corresponding example simulations. Results obtained from full scale crash testing of the barrier validate the simulation methodology and demonstrate successful barrier performance. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1359 / 1374
页数:16
相关论文
共 12 条
[1]  
Bathe K.J., 2006, Finite Element Procedures
[2]  
ELLIS R, 2001, 66611 U FLOR STRUCT
[3]  
Gillespie T.D., 1992, FUNDAMENTALS VEHICLE, DOI DOI 10.4271/R-114
[4]  
GUIDRY TR, 1992, TRANSPORTATION RES R, V1367
[5]   Correlation of tire wear and friction to texture of concrete pavements [J].
Gunaratne, M ;
Bandara, N ;
Medzorian, J ;
Chawla, M ;
Ulrich, P .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2000, 12 (01) :46-54
[6]  
Hallquist J, 1991, Ls-dyna theoretical manual
[7]  
Moore D.F., 1975, The Friction of Pneumatic Tyres, V1st
[8]  
*NCHRP, 1993, 350 NCHRP TRANSP RES
[9]  
SEGAL DJ, 1976, FHWARD76162
[10]  
SIRIDUMRONGPHUN A, 1999, THESIS U FLORIDA