Recommended Citation
Kurt, E. G., A. H. Varma, and S. Hong. FEM Simulation for INDOT Temporary Concrete Anchored Barrier. Publication FHWA/IN/JTRP-2012/21. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, 2012. https://doi.org/10.5703/1288284314982DOI
10.5703/1288284314982
Abstract
Portable Concrete Barriers (PCBs) are used to redirect errant vehicles to keep them passing to opposing lanes and to ensure safety of the people and any objects behind the barriers. In the state of Indiana, increments to the PCBs, such as L-Shape steel plates, have been applied to enhance the safety performance of these barriers. In this study, Finite Element (FE) analyses are performed to evaluate the safety performance of PCBs with and without the increments and get thorough information about the increments applied. A full-scale crash test (INDOT, 2001) was executed for an impact to the PCBs with a 2000 kg pickup truck at an angle of 25 degrees and an initial velocity of around 100 km/hr in accordance with National Cooperative Highway Research Program (NCHRP) Report 350 guidelines for Test Level 3 safety performance. Aforementioned full-scale crash test data are used to validate the FE model constructed. Roadside Safety Verification and Validation Program (RSVVP) was used to compare the crash test and FE model results quantitatively. Validating the results of the initial FE Model leaded the way in confidence to implement the increments in the following FE Models.
Report Number
FHWA/IN/JTRP-2012/21
Keywords
Concrete barriers, vehicle impact analysis, LS-Dyna
SPR Number
3406
Performing Organization
Joint Transportation Research Program
Sponsoring Organization
Indiana Department of Transportation
Publisher Place
West Lafayette, Indiana
Date of this Version
12-2012
Technical Summary
Appendix A.pdf (3990 kB)
Appendix A
Appendix B.pdf (635 kB)
Appendix B