DOI QR코드

DOI QR Code

Experimentally Evaluating Fatigue Behavior of Corroded Steels Exposed in Atmospheric Environments

대기환경하에서 장기간 사용된 부식강재의 실험적 피로거동평가

  • Mun, Jae Min (Dept. of Civil Engineering, Pusan National University) ;
  • Jeong, Young Soo (Seismic Simulation Test Center, Pusan National University) ;
  • Jeon, Je Hyeong (Dept. of Civil Engineering, Pusan National University) ;
  • Ahn, Jin Hee (Dept. of Civil Engineering, Gyeongnam National University fo Science and Technology) ;
  • Kim, In Tae (Dept. of Civil Engineering, Pusan National University)
  • 문재민 (부산대학교, 사회환경시스템공학과) ;
  • 정영수 (부산대학교, 지진방재연구센터) ;
  • 전제형 (부산대학교, 사회환경시스템공학과) ;
  • 안진희 (경남과학기술대학교, 토목공학과) ;
  • 김인태 (부산대학교, 사회환경시스템공학과)
  • Received : 2017.02.12
  • Accepted : 2017.04.12
  • Published : 2017.06.27

Abstract

Fatigue strength of temporary steels and painted structural steels corroded under outdoor atmospheric environments is not clear. In this study, fatigue tests were carried out on steel plates which were cut off from 7-year-old temporary structural member under subway construction environment and from 75-year-old Yeongdo bridge member under marine atmospheric environment. After removing corrosion production on the steel surface, 3-dimensional surface geometry of the corroded steel was measured at intervals of $1.0{\times}1.0mm$, and corrosion characteristics such as minimum, maximum and mean values of residual thicknesses were calculated. From the fatigue test and FEM analysis results, the relationship between corrosion characteristics and fatigue behavior was presented, and change in fatigue strength of the unpainted and painted steels corroded in outdoor environments was also presented.

실제 옥외 대기환경하에서 부식손상된 무도장 가시설 강재 및 도장 강재의 피로강도는 명확하지 않다. 본 연구에서는 약 7년간 지하철 공사현장에서 사용된 가시설 부재와 극심한 해양 부식환경하에서 75년간 사용된 영도대교 강부재로부터 절취한 강재의 피로실험을 실시하였다. 그리고 강재 표면의 부식 생성물을 제거한 후 강재 표면의 3차원형상을 측정하여 최대, 최소 및 평균 잔존두께를 계산하였다. 피로실험결과 및 FEM해석 결과에 근거하여 부식특성과 피로강도와의 상관관계를 검토하였으며, 실제 옥외 환경하에서 부식된 무도장 및 도장 강재의 피로수명 평가식도 제시하였다.

Keywords

References

  1. AASHTO LRFD (2012) Bridge Design Specifications 6th Edition, American Association of State Highway and Transportation Officials, Washington, DC.
  2. Hobbacher A (2007) Recommendations for Fatigue Design of Welded Joints and Components. International Institute of Welding, doc. XIII-2151-07/XV-1254-07.2007.
  3. 국토해양부 (2012) 도로교설계기준(한계상태설계법). MLTM (2010) Design standard of highway bridge (LSD) (in Korean).
  4. Japan Society of Steel Construction (1993) Fatigue design recommendations for steel structures, Gihodo Shuppan, (in Japanese).
  5. Mori, T., Harada, H., Osumi, K., and Hirayama, S. (2011) A Study On Repair and Reinforcement Method for Fatigue Damage in Welded Joints between Vertical Stiffener and Steel Deck Plate, Kou kouzou rombunshuu, Vol.18, No.69, pp.51-59.
  6. Tanabe, A., Miki, C., Ichikawa, A., Sasaki, E., and Shimozato, T. (2004) Fatigue Strength Improvement of Bean-to- Column Connections with Box Sextion in Steel Bridge Frame Piers, Doboku Gakkai Ronbunshu, Vol.2004, No.773, pp.137-148.
  7. Tateishi, K. (2013) Countermeasure Technologies for Fatigue in Steel Bridge, Steel Structures Series No.22, Japan Society of Civil Engineers.
  8. Wakabayashi, N., and Kurihara, T. (2014) Fatigue Damage and Retrofitting of Orthotropic Steel Deck in Tokyo Metropolitan Expressway, Magazine of the Korea Institute for Structural Maintenance and Inspection, Vol.18, No.3, pp.38-43. https://doi.org/10.11112/jksmi.2014.18.2.038
  9. International Standard ISO 20340 (2009) Paint and varnishes- Performance requirements for protective paint systems for offshore and related structures.
  10. SSPC (2004) Painting System Guide, The Society for Protective Coatings, Editorial Revisions.
  11. Mie River and National Highway Work Office, Ministry of Land, Infrastructure and Transport (2007), http://www.cbr.mlit.go.jp/mie/
  12. Hosomi, N., Yamada, T., and Kainuma, S. (2014) Contactless and Non-Destructive Inspection System of Corrosion Damage for Steel Members in Boundary with Ground, Magazine of the Korea Institute for Structural Maintenance and Inspection, Vol.18, No.3, pp.32-37.
  13. Shimozato, T., Tamaki, Y., Murakoshi, J., and Takahasi, M. (2010) 부식노화된 강교의 변형 모니터링, 한국강구조학회지, 한국강구조학회, 제22권, 제5호, pp.13-17. Shimozato, T., Tamaki, Y., Murakoshi, J., and Takahasi, M. (2010) Real Time Monitoring of Bridge Collapse due to Intense Corrosion, Magazine of the Korean Society of Steel Construction, KSSC, Vol.22, No.5, pp.13-17 (in Korean).
  14. Shigenobu KAINUMA, Naofumi HOSOMI, In-Tae KIM and Yoshito ITOH (2005) Time-dependent corrosion behavior of structural steel members in boundary with concrete, Journal of Structural Mechanics and Earthquake Engineering, JSCE, No.780/I-70, pp.97-114.
  15. 김인태, 장홍주, 정지영(2010) 가시설 부식 강재의 잔존 인장 내하성능 평가에 관한 실험적 연구, 한국강구조학회논문집, 한국강구조학회, 제22권, 제5호, pp.399-409. Kim, I.T., Chang, H.J., and Cheung, J,Y. (2010), An Experimental Study on the Evaluation of Residual Tensile Load-carrying Capacity of Corroded Steel Plates of Temporary Structure, Journal of Korean Society of Steel Construction, KSSC, Vol.22, No.5, pp.399-409.
  16. 이명진, 안진희, 김인태(2014) 국부 부식손상에 의하여 비대칭 전단저항 복부단면을 가진 강거더의 전단강도 및 거동평가, 한국강구조학회논문집, 한국강구조학회, 제26권, 제2호, pp.105-118. Lee, M.J., Ahn, J.H., and Kim, I.T. (2014) Shear Buckling Strength and Behaviors of Steel Plate Girder with Asymmetrical Shear Resistant Web Panel by Local Corrosion, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.2, pp.205-118.
  17. Appuhamy1, J.M.R.S., Kaita, T., Ohga, M., and Fujii, K., (2011) Prediction of Residual Strength of Corroded Tensile Steel Plates, International Journal of Steel Structures, KSSC, Vol.11, No.1, pp.65-79. https://doi.org/10.1007/S13296-011-1006-6
  18. Kayser, J.R. and Nowak, A.S. (1989) Capacity loss due to corrosion in steel-girder bridges, Journal of Structural Engineering, ASCE, Vol.115, No.6, pp.1525-1537. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:6(1525)
  19. Kayser, J.R. and Nowak, A.S. (1989) Reliability of corroded steel-girder bridges, Structural Safety, Vol.6, Issue.1, pp.53-63. https://doi.org/10.1016/0167-4730(89)90007-6
  20. Kondo, A., Yamada, K., and Ono, A. (2007) Fatigue tests of welded joints of weathering steel and structural steel weathered for 25years, Doboku Gakkai Ronbunshu A, JSCB, Vol.63. No.3, pp.434-443 (in Japanese). https://doi.org/10.2208/jsceja.63.434
  21. Albrecht, P. and Cheng, J.G. (1983) Fatigue tests of 8-year weathered A588 steel weldment, Journal of Structural Engineering, ASCE, Vol.109, No.9, pp.2048-2065. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:9(2048)
  22. Albrecht, P. and Sidani, M. (1989) Fatigue of eight-year weathered A588 steel stiffeners in salt water, Journal of Structural Engineering, ASCE, Vol.115, No.5, pp.1756-1767. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:7(1756)
  23. Shigenobu Kainuma, and Naofumi Hosomi (2009) Fatigue life evaluation of corroded structural steel members in boundary with concrete, International Journal of Fracture, Vol.157, pp.149-158. https://doi.org/10.1007/s10704-008-9261-z
  24. 국가기술표준원 (2007) 금속 재료 인장 시편 KS B 0801: 2007. KS B 0801:2007, Test pieces for tensile test for metallic materials, Korean Agency for Technology and Standards.
  25. 국가기술표준원(2014) 금속 및 합금의 부식-부식시편에서 부식생성물 제거금속 재료 인장 시편 KS B 0801:2014. KS ISO D 8407 (2014) Corrosion of metals and alloys-Removal of corrosion products from corrosion test specimens, Korean Agency for Technology and Standards.
  26. 국가기술표준원(2014) 일반 구조용 압연 강재 KS D3503: 2014. KS D 3503 (2014) Rolled steels for general structure, Korean Agency for Technology and Standards.
  27. (사)연안개발기술연구소센터(1997) 항만 강구조물 방식.보수매뉴얼(개정판). Coastal Development Institute of Technology (1997) Anti-corrosion and rehabilitation manual for coastal steel structures.
  28. 김인태, 전상혁, 허정옥, 정진환(2009) 지하철 공사현장 환경하의 가시설 강재의 부식두께감소량 추정, 한국강구조학회논문집, 한국강구조학회, 제21권, 제3호, pp.301-310. Kim, I.T., Jeon, S.H., Hur, J.O., and Cheung, J,H. (2009) Evaluation of Corrosion Thickness Loss of Temporary Steel Members Exposed to A Subway Construction Site, Journal of Korean Society of Steel Construction, KSSC, Vol.21, No.3, pp.301-310.

Cited by

  1. Development of the Algorithm and Software for Optimized S-N Fatigue Test of Structural Steels vol.30, pp.3, 2018, https://doi.org/10.7781/kjoss.2018.30.3.137
  2. A Numerical Study of the Tensile Stress Concentration in a Hemi-ellipsoidal Corrosion Pit on a Plate vol.19, pp.2, 2019, https://doi.org/10.1007/s13296-018-0134-7