Earthquakes and Structures

  • 제14권6호
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  • Pages.551-565
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  • 2018
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Performance analysis of a detailed FE modelling strategy to simulate the behaviour of masonry-infilled RC frames under cyclic loading

  • Mohamed, Hossameldeen M. (CONSTRUCT-LESE, Faculty of Engineering, University of Porto) ;
  • Romao, Xavier (CONSTRUCT-LESE, Faculty of Engineering, University of Porto)
  • 투고 : 2017.02.23
  • 심사 : 2018.04.10
  • 발행 : 2018.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Experimental testing is considered the most realistic approach to obtain a detailed representation of the nonlinear behaviour of masonry-infilled reinforced concrete (RC) structures. Among other applications, these tests can be used to calibrate the properties of numerical models such as simplified macro-models (e.g., strut-type models) representing the masonry infill behaviour. Since the significant cost of experimental tests limits their widespread use, alternative approaches need to be established to obtain adequate data to validate the referred simplified models. The proposed paper introduces a detailed finite element modelling strategy that can be used as an alternative to experimental tests to represent the behaviour of masonry-infilled RC frames under earthquake loading. Several examples of RC infilled frames with different infill configurations and properties subjected to cyclic loading are analysed using the proposed modelling approach. The comparison between numerical and experimental results shows that the numerical models capture the overall nonlinear behaviour of the physical specimens with adequate accuracy, predicting their monotonic stiffness, strength and several failure mechanisms.

키워드

참고문헌

  1. Alam, M., Nehdi, M. and Amanat, K. (2009), "Modelling and analysis of retrofitted and un-retrofitted masonry-infilled RC frames under in-plane lateral loading", Struct. Infrastr. Eng., 5(2), 71-90. https://doi.org/10.1080/15732470600856262
  2. Alfano, G. and Crisfield, M. (2001), "Finite element interface models for the delamination analysis of laminated composites: Mechanical and computational issues", Int. J. Numer. Meth. Eng., 50(7), 1701-1736. https://doi.org/10.1002/nme.93
  3. Angel, R. (1994), "Behavior of reinforced concrete frames with masonry infill walls", PhD Thesis, University of Illinois, Champaign, USA.
  4. ANSYS (2012), Theory Reference for the Mechanical APDL and Mechanical Applications Release 14.5, ANSYS Inc. Company, Release 14.5,Canonsburg, PA, USA.
  5. Anthoine, A. (1992), "In-plane behaviour of masonry: A literature review", Commission of the European Communities, Joint Research Centre, Institute for Safety Technology, Ispra, Italy.
  6. Asteris, P., Cotsovos, D., Chrysostomou, C., Mohebkhah, A. and Al-Chaar, G. (2013) "Mathematical micromodeling of infilled frames: State of the art", Eng. Struct., 56, 1905-1921. https://doi.org/10.1016/j.engstruct.2013.08.010
  7. Baker, J.W. (2015), "Efficient analytical fragility function fitting using dynamic structural analysis", Earthq. Spectra, 31(1), 579-599. https://doi.org/10.1193/021113EQS025M
  8. Chansawat, K., Kachlakev, D., Miller, T. and Yim, S. (2001), "Fe modeling and experimental verification of an frp strengthened bridge", Sem Annual Conference on Experimental and Applied Mechanics, Portland, Oregon, USA.
  9. Chen, X. and Liu, Y. (2016), "A finite element study of the effect of vertical loading on the in-plane behavior of concrete masonry infills bounded by steel frames", Eng. Struct., 117, 118-129. https://doi.org/10.1016/j.engstruct.2016.03.010
  10. Crisafulli, F. (1997), "Seismic behaviour of reinforced concrete structures with masonry infills", PhD Thesis, University of Canterbury, Christchurch, New Zealand.
  11. De Luca, F., Verderame, G.M., Gomez-Martinez, F. and Perez-Garcia, A. (2014), "The structural role played by masonry infills on RC building performances after the 2011 lorca, spain, earthquake", Bull. Earthq. Eng., 12(5), 1999-2026. https://doi.org/10.1007/s10518-013-9500-1
  12. DIANA (2011), "Finite element analysis: User's manual", TNO Building and Construction Research, Finite Element Analysis, Delft, Netherlands.
  13. El-Dakhakhni, W.W., Elgaaly, M. and Hamid, A.A. (2003), "Three-strut model for concrete masonry-infilled steel frames", J. Struct. Eng., 129(2), 69-77.
  14. Hendry, A. (1990), Structural Masonry, Scholium International, Macmillan Education Ltd, London, UK.
  15. Hu, J., Chen, B., Smith, D., Flewitt, P. and Cocks, A. (2016), "On the evaluation of the bauschinger effect in an austenitic stainless steel-the role of multi-scale residual stresses", Int. J. Plast., 84, 203-223. https://doi.org/10.1016/j.ijplas.2016.05.009
  16. Ibrahim, Y.E. and El-Shami, M.M. (2011), "Seismic fragility curves for mid-rise reinforced concrete frames in kingdom of saudi arabia", Ies J. Part A: Civil Struct. Eng., 4(4), 213-223. https://doi.org/10.1080/19373260.2011.609325
  17. Induprabha, S. and Dilrukshi, K. (2011), "Contribution to numerical modelling of concrete-masonry interface in concrete framed structures with masonry infill", International Conference on Structural Engineering Construction and Management, Kandy, Central, Sri Lanka
  18. Kakaletsis, D. and Karayannis, C. (2008), "Influence of masonry strength and openings on infilled r/c frames under cycling loading", J. Earthq. Eng., 12(2), 197-221. https://doi.org/10.1080/13632460701299138
  19. Kakaletsis, D. and Karayannis, C. (2009), "Experimental investigation of infilled reinforced concrete frames with openings", ACI Struct. J., 106(2), 132-141.
  20. Kakaletsis, D.J. (2009), "Masonry infills with window openings and influence on reinforced concrete frame constructions", Earthq. Resist. Eng. Struct. VII, 104, 445-455.
  21. Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Div., 97(7), 1969-1990.
  22. Koutromanos, I., Stavridis, A., Shing, P.B. and Willam, K. (2011), "Numerical modeling of masonry-infilled RC frames subjected to seismic loads", Comput. Struct., 89(11), 1026-1037. https://doi.org/10.1016/j.compstruc.2011.01.006
  23. Kwan, A., Dai, H. and Cheung, Y. (1999), "Non-linear seismic response of reinforced concrete slit shear walls", J. Sound Vib., 226(4), 701-718. https://doi.org/10.1006/jsvi.1999.2311
  24. Lourenço, P. and Rots, J. (1997), "Multisurface interface model for analysis of masonry structures", J. Eng. Mech., 123(7), 660-668. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:7(660)
  25. Lourenço, P.B., Barros, J.O. and Oliveira, J.T. (2004) "Shear testing of stack bonded masonry", Constr. Build. Mater., 18(2), 125-132. https://doi.org/10.1016/j.conbuildmat.2003.08.018
  26. Mehrabi, A. and Shing, P. (1997), "Finite element modeling of masonry-infilled RC frames", J. Struct. Eng., 123(5), 604-613. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(604)
  27. Mises, R.V. (1913), "Mechanics of solid bodies in the plasticallydeformable state", Nachrichten Von Der Gesellschaft Der Wissenschaften Zu Gottingen. Mathematisch-Physikalische Klasse, 1, 582-592.
  28. Mohamed, H. (2017), "Seismic risk assessment of reinforced concrete frames with masonry infill", PhD Thesis, Faculty of Engineering of the University of Porto, Porto, Portugal.
  29. Mohyeddin, A., Goldsworthy, H.M. and Gad, E.F. (2013a), "Fe modelling of RC frames with masonry infill panels under inplane and out-of-plane loading", Eng. Struct., 51(1), 73-87. https://doi.org/10.1016/j.engstruct.2013.01.012
  30. Mohyeddin, A., Goldsworthy, H.M. and Gad, E.F. (2013b), "Sensitivity analysis of nonlinear behaviour of infill-frames under in-plane and out-of-plane loading", Adv. Struct. Eng., 16(10), 1729-1748. https://doi.org/10.1260/1369-4332.16.10.1729
  31. Noorfard, R. and Marefat, S. (2009), "Finite element modelling and investigation of the effects of masonry infills on the behaviour of reinforced concrete (RC) frames", 3rd International Conference on Concrete and Development, Tehran, Iran.
  32. Pires, F.M.G. (1990), "Influence of masonry walls over the behavior of reinforced concrete frames under horizontal actions", PhD Thesis, National Laboratory for Civil Engineering Lisbon.
  33. Ricci, P., De Luca, F. and Verderame, G.M. (2011), "6th april 2009 l'aquila earthquake, italy: Reinforced concrete building performance", Bull. Earthq. Eng., 9(1), 285-305. https://doi.org/10.1007/s10518-010-9204-8
  34. Sattar, S. (2013), "Influence of masonry infill walls and other building characteristics on seismic collapse of concrete frame buildings", PhD Thesis, University of Colorado Boulder, Colorado, USA
  35. Scott, B., Park, R. and Priestley, M. (1982), "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates", ACI Struct. J., 79(1), 13-27.
  36. Sezen, H., Whittaker, A., Elwood, K. and Mosalam, K. (2003), "Performance of reinforced concrete buildings during the august 17, 1999 kocaeli, turkey earthquake, and seismic design and construction practise in turkey", Eng. Struct., 25(1), 103-114. https://doi.org/10.1016/S0141-0296(02)00121-9
  37. Shing, P.B. and Mehrabi, A.B. (2002), "Behaviour and analysis of masonry-infilled frames", Prog. Struct. Eng. Mater., 4(3), 320-331. https://doi.org/10.1002/pse.122
  38. Stavridis, A. and Shing, P. (2010), "Finite-element modeling of nonlinear behavior of masonry-infilled RC frames", J. Struct. Eng., 136(3), 285-296. https://doi.org/10.1061/(ASCE)ST.1943-541X.116
  39. Tapan, M., Comert, M., Demir, C., Sayan, Y., Orakcal, K. and Ilki, A. (2013), "Failures of structures during the october 23, 2011 tabanli (van) and november 9, 2011 edremit (van) earthquakes in turkey", Eng. Fail. Anal., 34, 606-628. https://doi.org/10.1016/j.engfailanal.2013.02.013
  40. Tarque, N., Candido, L., Camata, G. and Spacone, E. (2015), "Masonry infilled frame structures: State-of-the-art review of numerical modelling", Earthq. Struct., 8(1), 225-251. https://doi.org/10.12989/eas.2015.8.1.225
  41. Taucer, F., Spacone, E. and Filippou, F.C. (1991), "A fiber beamcolumn element for seismic response analysis of reinforced concrete structures", Earthquake Engineering Research Center, College of Engineering, University of California, California, USA.
  42. Uva, G., Raffaele, D., Porco, F. and Fiore, A. (2012), "On the role of equivalent strut models in the seismic assessment of infilled RC buildings", Eng. Struct., 42, 83-94. https://doi.org/10.1016/j.engstruct.2012.04.005
  43. Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141
  44. Vijaya, S., Shivakumaraswamy, B. and Ravikiran, K. (2014), "Numerical modelling on behaviour of reinforced concrete exterior beam-column joint retrofitte with externally bonded fiber reinforced polymere (frp)", Ijret: Int. J. Res. Eng. Technol., 3(6), 247-252. https://doi.org/10.15623/ijret.2014.0318037
  45. Wael, W. and Drysdale, G. (2004), "3-d finite element modelling of masonry-infilled frames with and without openings", 13th International Brick and Block Masonry Conference, Amsterdam, Netherlands.
  46. William, K.J. and Warnke, E.D. (1975), "Constitutive model for the triaxial behavior of concrete", Proceedings of the Int. Association for Bridge and Structural Engineering, Ismes, 19, 174.
  47. Xiaohan, W. and Xilin, L. (1996), "Nonlinear finite element analysis of reinforced concrete slit shear wall under cyclic loading", Journal of Tongji University, 24(2), 117-123.

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