DOI QR코드

DOI QR Code

A Simulation Case Study on Impact Safety Assessment of Roadside Barriers Built with High Anti-corrosion Hot-dip Alloy-coated Steel

용융합금도금 강판 적용 노측용 방호울타리 충돌 안전성 평가 해석 사례 연구

  • Noh, Myung-Hyun (Structure Research Group, Steel Solution Marketing Department, POSCO)
  • 노명현 (포스코 철강솔루션마케팅실 구조연구그룹)
  • Received : 2016.02.05
  • Accepted : 2016.04.13
  • Published : 2016.04.30

Abstract

As the world's industrial development quickens, the highways and regional expressways have been expanding to serve the logistics and transportation needs of people. The burgeoning road construction has led to a growing interest in roadside installations. These must have reliable performance over long periods, reduced maintenance and high durability. Steel roadside barriers are prone to corrosion and other compromises to their functionality. Therefore, using high anti-corrosion steel material is now seen as a viable solution to this problem. Thus, the objective of this paper is to expand the scope of applications for high anti-corrosion steel material for roadside barriers. This paper assesses the impact safety such as structural performance, occupant protection performance and post-impact vehicular response performance by a simulation review on roadside barriers built with high strength anti-corrosion steel materials named as hot-dip zinc-aluminium-magnesium alloy-coated steel. The simulation test results for the roadside barriers built with high strength anti-corrosion steels with reduced sectional thickness meet the safety evaluation criteria, hence the proposed roadside barrier made by high strength and high anti-corrosion hot-dip zinc-aluminium-magnesium alloy-coated steel will be a good solution to serve safe impact performance as well as save maintenance cost.

Keywords

References

  1. Ministry of Land, Infrastructure and Transport (MOLIT), "Manual for Full-scale Vehicle Crash Testing of Safety Features", MOLIT, Korea, 2015.
  2. Ministry of Land, Infrastructure and Transport (MOLIT), "Guideline for Installation and Management of Road Safety Facilities", MOLIT, Korea, 2014.
  3. Korean Expressway Corporation, "Expressway Construction Guide Specification", EX, Korea, 2012.
  4. American Association of State Highway and Transportation Officials (AASHTO), "Manual for Assessing Safety Hardware", AASHTO, Washington, DC, 2009.
  5. G. Cowper and P. Symonds, "Strain Hardening and Strain Rate Effects in the Loading of Cantilever Beams", Brown Univ. Applied Mathematics Report, Report No. 28, 1957.
  6. G. R. Johnson and W. H. Cook, "Fracture Characteristics of Three Metals Subjected to Various Strain, Strain Rates Temperatures and Pressures", Engineering Fracture Mechanics, Vol. 21, No. 1, pp.31-48, 1985. https://doi.org/10.1016/0013-7944(85)90052-9
  7. J. K. Paik and A. K. Thayamballi, "Ultimate Limit State Design of Steel-plated Structures", John Wiley & Sons, Chichester, UK, January, 2003.
  8. National Crash Analysis Center (NCAC), Available at http://www.ncac.gwu.edu.