Title of article
Vehicle Collision with Bridge Piers
Author/Authors
El-Tawil، Sherif نويسنده , , Severino، Edward نويسنده , , Fonseca، Priscilla نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2005
Pages
-344
From page
345
To page
0
Abstract
Inelastic transient finite element simulations are used to investigate the demands generated during collisions between vehicles and bridge piers. Such collisions have occurred in the past, sometimes with catastrophic consequences. Two different types of trucks and two different bridge/pier systems are used in the simulations. The approach speeds for the trucks range from 55 to 135 kph. Various quantities of interest are extracted from the finite element results and used to develop a better understanding of the vehicle/pier crash process and to critique current specifications addressing such events. Although physical vehicle–pier impact tests were not carried out as part of this research, a variety of exercises are conducted to provide confidence in the analysis results. The simulations show that current collision design provisions could be unconservative and that there may be a population of bridge piers that are vulnerable to accidental or malicious impact by heavy trucks.
Keywords
site-directed mutagenesis , Solvent isotope effect , Fourier transform infrared spectroelectrochemistry , hydrogen , Metalloprotein
Journal title
JOURNAL OF BRIDGE ENGINEERING
Serial Year
2005
Journal title
JOURNAL OF BRIDGE ENGINEERING
Record number
119695
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