DOI QR코드

DOI QR Code

Finite Element Analyses of Seismically Vulnerable Reinforced Concrete Building Frame Retrofitted Using FRP Column Jacketing System

FRP 기둥 재킷 시스템이 보강된 지진 취약 철근콘크리트 건축물의 유한요소해석

  • Shin, Jiuk (Dept. of Architectural Engineering, Gyeongsang National University) ;
  • Lee, Sang-Youl (Dept. of Earthquake Disaster Prevention Engineering, Andong National University) ;
  • Ji, Dong-Hyun (Dept. of Earthquake Disaster Prevention Engineering, Andong National University)
  • 신지욱 (경상국립대학교 건축공학과) ;
  • 이상열 (안동대학교 대학원 지진방재공학과) ;
  • 지동현 (안동대학교 대학원 지진방재공학과)
  • Received : 2021.04.30
  • Accepted : 2021.05.31
  • Published : 2021.06.15

Abstract

This study develops finite element models for seismically-deficient reinforced concrete building frame retrofitted using fiber-reinforced polymer jacketing system and validates the finite element models with full-scale dynamic test for as-built and retrofitted conditions. The bond-slip effects measured from a past experimental study were modeled using one-dimensional slide line model, and the bond-slip models were implemented to the finite element models. The finite element model can predict story displacement and inter-story drift ratio with slight simulation variation compared to the measured responses from the full-scale dynamic tests.

Keywords

Acknowledgement

본 논문은 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행되었습니다 (NRF-2021R1F1A1059976).

References

  1. Bracci, J. M., Reinhorn, A. M., & Mander, J. B., "Seismic Resistance of Reinforced Concrete Frame Structures Designed for Gravity Loads: Performance of Structural System", Structural Journal, Vol.92, No.5, pp.597~609, 1995
  2. Priestley, M. J. N., "Displacement-based seismic assessment of reinforced concrete buildings", Journal of Earthquake Engineering, Vol.1, No.1, pp.157~192, 1997, doi: 10.1080/13632469708962365
  3. El-Attar, A. G., White, R. N., & Gergely, P., "Behavior of Gravity Load Design Reinforced Concrete Buildings Subjected to Earthquakes", Structural Journal, Vol.94, No.2, pp.133~145, 1997
  4. Seible, F., Priestley, M. J. N., Hegemier, G. A., & Innamorato, D., "Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets", Journal of Composites for Construction, Vol.1, No.2, pp.52~62, 1997, doi: 10.1061/(ASCE)1090-0268(1997)1:2(52)
  5. Xiao, Y., Wu, H., & Martin, G. R., "Prefabricated Composite Jacketing of RC Columns for Enhanced Shear Strength", Journal of Structural Engineering, Vol.125, No.3, pp.255~264, 1999, doi: 10.1061/(ASCE)0733-9445(1999)125:3(255)
  6. Oh, H., & Lee, K., "An Seismic Performance Study according to Reinforcement Method of Aramid Rods and SRF of Damaged RC Column", Journal of Korean Association for Spatial Structures, Vol.15, No.4, pp.91~98, 2015, doi: 10.9712/KASS.2015.15.4.091
  7. Shin, J., Scott, D. W., Stewart, L. K., Yang, C. S., Wright, T. R., & DesRoches, R., "Dynamic response of a full-scale reinforced concrete building frame retrofitted with FRP column jackets", Engineering Structures, Vol.125, pp.244~253, 2016, doi: 10.1016/j.engstruct.2016.07.016
  8. Wright, T. R. (2015). Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers (Doctoral dissertation). Georgia Institute of Technology, USA.
  9. LSTC (Livermore Software Technology Corporation) LS-DYNA Keyword User's Manual Version 971/R7.0., Livermore, CA, 2013.
  10. Crawford, J. E., Wu, Y., Choi, H. J., Magallanes, J. M., & Lan, S. (2012). Use and validation of the release III K&C concrete material model in LS-DYNA (Report No. TR-11-36.6). USA: Karagozian & Case, Glendale.
  11. Wu, Y., & Crawford, J. E., "Numerical Modeling of Concrete Using a Partially Associative Plasticity Model", Journal of Engineering Mechanics, Vol.141, No.12, 2015, doi: 10.1061/(ASCE)EM.1943-7889.0000952
  12. Crawford, J. E., Wu, Y., Magallanes, J. M., & Choi, H. J., "The Importance of Shear-Dilatancy Behaviors in RC Columns", International Journal of Protective Structures, Vol.4, No.3, pp.341~377, 2013, doi: 10.1260/2041-4196.4.3.341
  13. Tabiei, A., & Wu, J., "Roadmap for crashworthiness finite element simulation of roadside safety structures", Finite Elements in Analysis and Design, Vol.34, No.2, pp.145~157, 2000, doi: 10.1016/S0168-874X(99)00035-9
  14. Shi, Y., Li, Z. X., & Hao, H., "Bond slip modelling and its effect on numerical analysis of blast-induced responses of RC columns", Structural Engineering and Mechanics, Vol.32, No.2, pp.251~267, 2009, doi: 10.12989/sem.2009.32.2.251
  15. CEB-FIP MODEL CODE "Model code for concrete structures," In: Comite Euro-International du Beton. Secretariat permanent. Case Postale 88, CH-1015 Lausanne, Switzerland, 2010.