DOI QR코드

DOI QR Code

The Experimental Study on the Resistance Forces and the Failure Temperatures of H-Shaped Steel Compressive Members by Elevated Temperatures

온도상승에 의한 H-형강 압축재의 내력과 파괴온도에 관한 실험적 연구

  • 최현식 (계명대학교 건축공학과) ;
  • 강성덕 ((주)현대종합설계건축사사무소) ;
  • 김재억 ((주)포스코에이앤씨, 계명대학교)
  • Received : 2012.10.26
  • Accepted : 2013.03.26
  • Published : 2013.04.27

Abstract

The object of this paper is to perform the experiments to investigate the relationship of the resistance forces and the failure temperatures on the failure behaviors of H-shaped steel compressive members. H-shaped members(SS400) were used for the test models and the tests for the elevated temperatures were performed by ISO 834 in FILK(Fire Insurers Laboratories of Korea). The local, overall buckling stresses and a yielding stresses for the failure temperatures were compared with the compressive stresses for the loading forces of test models, the yielding strength and elastic modulus reduction factor of the steel at a high temperature were based on the criteria of the EC3(Eurocode 3) Part1.2(1993). The slenderness ratio was fixed by 45.4 and the compressive forces corresponded with 50%, 70% and 80% of the yielding forces at the normal temperatures were chosen for the loading forces of the test models. The failure temperatures of the test models were investigated under three kinds of loading conditions. It was known that the resistance forces have come close to the yielding forces, not the elastic buckling loads evaluated by EC3 at the failure temperatures obtained from the tests which are related to the failure temperatures and the loading stresses.

본 연구의 목적은 H-형강 압축재의 온도상승에 따른 파괴거동을 중심으로 압축력과 파괴온도의 상관관계를 파악하기 위한 실험을 수행하는 것이다. SS400 강재로 제작된 H-형강의 시험체를 선정하여, ISO 834의 재하가열 시험방법에 따라 온도 상승에 대한 실험을 한국방재시험연구원(FILK)에서 수행하였다. 고온상태의 강재에 대한 항복강도 및 탄성계수의 감소계수는 EC3 (Eurocode3) Part 1.2 (1993) 관계식을 근거로 하여 파괴온도시 국부 및 전체좌굴 응력도와 항복응력도를 실험결과와 비교 검토하였다. 실험조건은 세장비 45.4이고 상온에서의 항복내력에 대한 50%, 70%, 80%를 재하압축력으로 설정하여 파괴온도를 측정하였다. 파괴온도와 재하압축력에 대한 실험결과로 부터 온도상승에 따른 내력은 탄성 좌굴강도보다는 항복내력에 근접함을 파악할 수 있었다.

Keywords

References

  1. 김화중(2001) 철골구조물의 내화기술, 한국강구조학회지, 한국강구조학회, 제13권, 제4호, pp.22-30. Kim, W.J. (2001) Fire - Resistance Technology in Structural Steel Buildings, Journal of Korean Society of Steel Construction, KSSC, Vol. 13, No 4, pp.22-30 (in Korean).
  2. 백태순, 강문명(2004) 압축을 받는 H-형강 기둥의 온도 상승에 따른 국부 및 전체좌굴, 대한건축학회논문집, 대한건축학회, 제20권, 제9호, pp.63-70. Baek, T.S. and Kang, M,M. (2004) Local & Overall Buckling of H-shaped Steel Column under Compression at Elevated Temperature, Journal of Architectural Institute of Korea, AIK, Vol. 20, No 9, pp.63-70 (in Korean).
  3. 장명웅, 강문명, 강성덕(2003) 온도상승에 따른 Steel Beam의 국부좌굴해석, 한국공간구조학회논문집, 한국공간구조학회, 제3권, 제1호, pp.69-75 (in Korean). Jang, M.W., Kang, M.M., and Kang, S.D. (2003) Local Buckling analysis of steel Beams at Elevated Temperature, Journal of Korean association for Shell and Spatial Structures, Vol. 3, No 1, pp.69-75 (in Korean).
  4. 구본율, 강문명, 강성덕(2004) 온도상승에 따른 H-형강 보의 국부좌굴에 관한 연구, 한국강구조학회논문집, 제16권, 제1호, pp.103-111. Koo, B.Y., Kang, M.M., and Kang, S.D. (2004) A Study on the Local Buckling of H-Beam at Elevated Temperatures, Journal of Korean Society of Steel Construction, KSSC, Vol. 16, No 1, pp.103-111 (in Korean).
  5. Hancock, G.J. (1977) Local, Distortional and Lateral Buckling of I-Sections, Research Report R312, School of Civil Engneering, Sydney, University of Sydney, Australia.
  6. Wadee, M.A. (1995) Local Instability Phenomena in Fire, The Steel Construction Institute RT533, Version 01.
  7. 권인규, 지남용, 이세현(2002) 철골 기둥 및 보부재의 허용온도에 관한 실험적 연구, 대한건축학회 논문집, 대한건축학회, 제18권, 제10호, pp.45-52. Kwon, I.K., Jee, N.Y., and Lee, S.H. (2002) Experimental Study on the Critical Temperature for Structural Elements such as Column and Beam Exposed to Fire Conditions, Journal of Architectural Institute of Korea, AIK, Vol. 18, No 10, pp.45-52 (in Korean).
  8. 이승재, 강성덕, 오명호, 김명한, 김상대(2007) SC합성기둥의 내화성능에 대한 실험연구, 한국강구조학회논문집, 한국강구조학회, 제19권, 제4호, pp.425-434. Lee, S.J., Kang, S.D., Oh, M.H., Kim, M.H., and Kim, S.D. (2007) Experimental Study on the Fire Resistance of SC Composite Column, Journal of Korean Society of Steel Construction, KSSC, Vol. 19, No 4, pp.425-434 (in Korean)
  9. Eurocode 3 (1993) Design of Steel Structures Part12 Structural Fire Design, Commission of the European Communities, Brussels.
  10. ISO (1999) ISO 834-1 Fire Resistance Tests - Elements of building construction and materials
  11. KS (1999) KS F 2257-1, 건축 구조 부재의 내화 시험 방법-일반요구사항. KS (1999) KS F 2257-1, Methods of fire resistance test for elements of building construction-general requirements (in Korean)
  12. KS (2004) KS F 2257-4, 건축 구조 부재의 내화 시험 방법-수직 내력 구획 부재의 성능 조건. KS (2004) KS F 2257-4, Methods fire resistance test for elements of building construction-specific requirements for loadbearing vertical separating elements (in Korean)
  13. KS (2006) KS F 2257-7, 건축 구조 부재의 내화 시험 방법-기둥의 성능조건. KS (2006) KS F 2257-7, Methods fire resistance test for elements of building construction-specific requirements for columns (in Korean)
  14. Ramberg, W. and Osgood, W. (1942) Description of Stress-Strain Curves by Three Parameters, National Advisory committee for Aeronautics, Technical Note #902.
  15. Bleich (1952) Buckling Strength of Metal Structures, McGrow-Hill, New-York.
  16. Timoshenko, S.P. and Gere, J.M. (1961) Theory of Elastic Stability, McGraw-Hil Book Co. Inc, New York.

Cited by

  1. Finite Element Analysis of H-Shaped Compressive Member Exposed High Temperatures vol.30, pp.5, 2016, https://doi.org/10.7731/KIFSE.2016.30.5.054
  2. Study for the Method to Secure the Safety of Fire-fighters in the Building Damaged by a Fire by Using Fire-resistant Design Theories - Mainly about Suggesting the Process and the Method for a Real-time Safety Evaluation by a Fire-fighter - vol.30, pp.1, 2016, https://doi.org/10.7731/KIFSE.2016.30.1.086
  3. Elastic Buckling Behavior of Circular Steel Tube in Fire vol.16, pp.4, 2016, https://doi.org/10.9798/KOSHAM.2016.16.4.195
  4. Failure temperatures of steel H-section columns under elevated temperatures vol.14, pp.4, 2014, https://doi.org/10.1007/s13296-014-1213-z
  5. Evaluation of Fire Resistance of Square Steel Pipe Structural Members According to Coating Type of Fire Resistance Cover vol.33, pp.3, 2013, https://doi.org/10.7781/kjoss.2021.33.3.181