Performance evaluation of NCDOT w-beam guardrails under MASH TL-2 conditions.
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2013-11-01
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Abstract:This report summarizes the research efforts of using finite element modeling and simulations to evaluate the performance ; of W-beam guardrails for different heights under MASH Test Level 2 (TL-2) and Test Level 3 (TL-3) impact conditions. A ; literature review is included on performance evaluation of W-beam guardrails as well as applications of finite element ; modeling and simulations in roadside safety research. ; The modeling and simulation work was conducted on W-beam guardrails placed at a height of 27, 29 and 31 inches with ; vehicular impacts of a 1996 Dodge Neon and a 2006 Ford F250. All three W-beam guardrail placement heights were ; evaluated and compared to MASH TL-2 conditions, i.e., both vehicles were tested at an impact speed of 44 mph (70 ; km/hour) and a 25 impact angle. The 29- and 31-inch W-beam guardrails were also evaluated under MASH TL-3 ; conditions, i.e., both vehicles were tested at an impact speed of 62 mph (100 km/hour) and a 25 impact angle. ; The simulation results demonstrated the effectiveness of the 27-, 29- and 31-inch guardrails under MASH TL-2 ; conditions. They also showed the effects of guardrail heights on the vehicles’ post-impact responses such as redirection, ; snagging and large exit angles. The use of finite element simulations was shown to be both effective and efficient because ; they were nondestructive, repeatable, modifiable, and inexpensive. Furthermore, finite element simulations can be used to ; study crash scenarios that are difficult and/or extremely expensive to conduct with physical crash testing. Finite element ; modeling and simulations are recommended for future investigations of other research issues.
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