Journal of the Korean Society for Advanced Composite Structures (복합신소재구조학회 논문집)

Korean Society for Advanced Composite Structures (한국복합신소재구조학회)
권호 표지
DOI QR코드

DOI QR Code

Explosion Resistance Performance of Corrugated Blast Walls for Offshore Structures made of High Energy Absorbing Materials

고에너지흡수 신소재 적용 해양플랜트 파형 방폭벽의 폭발 저항 성능

  • Noh, Myung-Hyun (Product Application Center, Steel Solution Marketing Division, POSCO) ;
  • Park, Kyu-Sik (Product Application Center, Steel Solution Marketing Division, POSCO) ;
  • Lee, Jae-Yik (Product Application Center, Steel Solution Marketing Division, POSCO)
  • 노명현 (포스코 철강솔루션마케팅실 제품이용기술센터) ;
  • 박규식 (포스코 철강솔루션마케팅실 제품이용기술센터) ;
  • 이재익 (포스코 철강솔루션마케팅실 제품이용기술센터)
  • Received : 2015.03.03
  • Accepted : 2015.03.13
  • Published : 2015.03.31
Download PDF
⟨ Previous Next ⟩

Abstract

In this paper, a finite element dynamic simulation study was performed to gain an insight about the blast wall test details for the offshore structures. The simulation was verified using qualitative and quantitative comparisons for different materials. Based on in-depth examination of blast simulation recordings, dynamic behaviors occurred in the blast wall against the explosion are determined. Subsequent simulation results present that the blast wall made of high energy absorbing high manganese steel performs much better in the shock absorption. In this paper, the existing finite element shock analysis using the LS-DYNA program is further extended to study the blast wave response of the corrugated blast wall made of the high manganese steel considering strain rate effects. The numerical results for various parameters are verified by comparing different material models with dynamic effects occurred in the blast wall from the explosive simulation.

Keywords

References

  1. Cowper, G. and Symonds, P. (1957), "Strain Hardening and Strain Rate Effects in the Loading of Cantilever Beams," Brown Univ. Applied Mathematics Report, Report No. 28.
  2. Kim. K.D, and Lee, S.-Y. (2014), "Passenger Safety Assessment by Real Car Crash Simulation of Composite Post Structures," Journal of the Korean Society for Advanced Composite Structures, Vol. 5, No. 2, pp. 15-20. (in Korean). https://doi.org/10.11004/kosacs.2014.5.2.015
  3. Noh, M.-H., Lee, S.-Y. (2010), "Evaluation of Impact Damage Behavior of a Reinforced Concrete Wall Strengthened with Advanced Composite Materials," Journal of the Korean Society for Advanced Composite Structures, Vol. 1, No. 3, pp. 41-48. (in Korean).
  4. Steel Construction Institute (1999), "Design guide for stainless steel blast walls," Fire and Blast Information Group Technical Note 5.
  5. Schleyer, G.K. and Langdon, G.S. (2002), "Pulse pressure testing of 1/4 scale blast walls and blast wall connections," HSE Final Report, Project D3920.
  6. Schleyer, G.K., Langdon, G.S. and Jones, N. (2003), "Research Proposal - pulse pressure testing of 1/4 scale blast walls with connections - phase II," HSE Proposal.

Cited by

  1. Nonlinear Dynamic Performance and Safety Assessment of Guardrail Structrues for Roadside Considering a Simplified Tangent Modulus vol.9, pp.4, 2018, https://doi.org/10.11004/kosacs.2018.9.4.072
  2. 고속 변형률속도 효과를 고려한 폭발하중을 받는 보강형 방폭벽 구조의 동적 특성 vol.28, pp.2, 2015, https://doi.org/10.7781/kjoss.2016.28.2.065