TECHNICAL PAPERS
Nov 1, 2008

Development of European End-Treatment TWINY Using Simulation and Crash Testing

Publication: Journal of Transportation Engineering
Volume 134, Issue 11

Abstract

In this study, a simple guardrail end treatment, called TWINY, designed particularly for use with a thrie-beam guardrail system is developed. In the first phase, the system is designed and analyzed using a versatile, highly nonlinear finite-element analysis program LS-DYNA. Two different crashes involving a head on impact and a 15° angle impact are simulated using LS-DYNA. In both simulations, a nominal 900kg car traveling at 80kmh is used to impact the end treatment as outlined in European Crash Testing Guidelines EN1317 section 4. Based on the successful simulation results, both tests are repeated in a crash test facility in Germany to substantiate simulation predictions. Full-scale crash testing results compared favorably with those obtained from LS-DYNA simulation. Based on the results, a final full-scale crash testing was carried out on the system to fully verify its compliance with the EN1317 section 4. A 1,300kg compact car traveling at 80kmh impacted the end terminal at its midlength at an angle of 15°. The vehicle is successfully redirected with minimal damage to both vehicle and terminal. Based on the simulation and full-scale crash test results, it can be concluded that TWINY is a promising end treatment for steel thrie-beam guardrail terminals and can be implemented at the European Highway System with confidence.

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Acknowledgments

The writers wish to acknowledge Dr. Mehmet Ali Guler of TOBB ETU, Turkey for help with the computational part and LS-DYNA runs.

References

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Information & Authors

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 134Issue 11November 2008
Pages: 467 - 476

History

Received: Sep 7, 2006
Accepted: May 29, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

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Authors

Affiliations

Ali O. Atahan [email protected]
Associate Professor and Head, Dept. of Civil Engineering, Mustafa Kemal Univ., Tayfur Sokmen Campus, 31040 Hatay, Turkey (corresponding author). E-mail: [email protected]
Guido Bonin [email protected]
Postdoctoral Fellow, Dept. of Hydraulics, Transportation, and Roads, The Univ. of Roma “La Sapienza,” Via Eudossiana 18, 00184 Rome, Italy. E-mail: [email protected]
Luigi Cicinnati [email protected]
Senior Engineer, Design & Analysis Division, Fracasso S.p.A., Via Barbariga 7, Fiesso d’Artico, 30032 Venezia, Italy. E-mail: [email protected]
Hakan I. Yasarer [email protected]
Research Assistant, Dept. of Civil Engineering, Mustafa Kemal Univ., Tayfur Sokmen Campus, 31040 Hatay, Turkey. E-mail: [email protected]

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