Structural Engineering and Mechanics

  • 제56권2호
  • /
  • Pages.189-200
  • /
  • 2015
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental and numerical investigation of walls strengthened with fiber plaster

  • Basaran, Hakan (Department of Civil Engineering, Celal Bayar University) ;
  • Demir, Ali (Department of Civil Engineering, Celal Bayar University) ;
  • Bagci, Muhiddin (Department of Civil Engineering, Celal Bayar University) ;
  • Ergun, Sefa (Department of Civil Engineering, Celal Bayar University)
  • 투고 : 2014.09.13
  • 심사 : 2015.10.10
  • 발행 : 2015.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

The topic of this study is to investigate behaviors of masonry walls strengthened with reinforced fiber plaster under diagonal tensile loads. Full blend brick $100{\times}50{\times}30mm$ in dimensions were used to make masonry walls with dimensions of $400{\times}400{\times}100mm$. Three different samples were manufactured by plastering masonry walls with traditional style, with 3% polypropylene or with 5% steel fiber. All the samples were tested using ASTM 1391-81 standards. The propagation of damage on samples caused by diagonal tensile load was observed and load-displacement graphs were plotted for each sample. A finite element software (ABAQUS) was used to obtain numerical values for all samples and crack patterns and load-displacement responses were obtained. Experimental and numerical results were compared.

키워드

참고문헌

  1. ABAQUS / CAE 6.13-1, The Abaqus Software is a product of dassault systemes simulia corp, Providence, RI, USA.
  2. Abruzzese, D., Miccoli, L. and Yuan, J. (2009), "Mechanical behavior of leaning masonry Huzhu Pagado", J. Cultur. Heritage, 10(4), 480-486. https://doi.org/10.1016/j.culher.2009.02.004
  3. ASTM 1391-81, Standard test method for diagonal tension (shear) in masonry Assem-Blages.
  4. Basaran, H., Demir, A. and Bagci, M. (2013), "The behavior of masonry walls with reinforced plaster mortar", Adv. Mater. Sci. Eng., doi.org/10.1155/2013/436946.
  5. Bayulke, N., Inan, E., Dogan A. and Hurata, A. (1993), "Impulse table tests of single story buildings", Compreh. App. Earthq. Disast. Mitigat., 4, 183-211.
  6. Benedetti, D., Carydis, P. and Pezzoli, P. (1998), "Shaking table test on 24 masonry buildings", Earthq. Eng. Struct. Dyn., 27(1), 67-90. https://doi.org/10.1002/(SICI)1096-9845(199801)27:1<67::AID-EQE719>3.0.CO;2-K
  7. Blondet, M., Torrealva, D., Vargas, J., Velasquez, J. and Tarque, N. (2006), "Seismic reinforcement of dobe houses using external polymer mesh", 1st European Conference of Earthquake Engineering and Seismology.
  8. Chen, W.F. and Han, D.J. (1988), Plasticity for Structural Engineers, Springer-Verlag New York.
  9. Corradi, M., Borri, A. and Vignoli, A. (2003), "Experimental study on the determination of strength of masonry walls", Constr. Build. Mater., 17(5), 325-337. https://doi.org/10.1016/S0950-0618(03)00007-2
  10. Daryan, A.S., Ziaei, M., Golafshar, A., Pirmoz, A. and Assareh, M.A. (2009), "A study of the effect of infilled brick walls on behavior of eccentrically braced frames using explicit finite elements method", Am. J. Eng. Appl. Sci., 2(1), 96-104. https://doi.org/10.3844/ajeassp.2009.96.104
  11. DIAdem, National Instruments Ireland Resources Limited.
  12. Donduren, M.S. (2008), "The effect of wall and cast mortar with improved binding property on the mechanical behaviour of out of plane loaded brick walls", PhD Thesis, Selcuk University.
  13. Doran, B., Koksal, H.O. and Turgay, T. (2009), "Nonlinear finite element modeling of rectangular square concrete columns confined with FRP", J. Mater. Des., 30, 3066-3075. https://doi.org/10.1016/j.matdes.2008.12.007
  14. Doran, B. (2009), "Numerical simulation of conventional rc columns under concentric loading", J. Mater. Des., 30(8), 2158-2166. https://doi.org/10.1016/j.matdes.2008.08.033
  15. Ehsani, M.R., Saadatmanesh, H. and Al-Saidy, A. (1997), "Shear behaviour of URM retrofitted with FRP overlays", J. Compos. Constr., 1(1), 17-25. https://doi.org/10.1061/(ASCE)1090-0268(1997)1:1(17)
  16. Elvin, A. and Uzoegbo, H.C. (2011), "Response of a full-scale dry-stack masonry structure subject to experimentally applied earthquake loading", J. South Af. Inst. Civil Eng., 53(1), 22-32.
  17. Ergun, S. (2014), "Increase of reınforced concrete beams wıth ınsuffıcıent shear capacıty usıng external steel reınforcements", PhD Thesis, Celal Bayar University.
  18. Fathy, M., Planas, J. and Sancho, M. (2008), "A numarical study of masonry cracaks", Eng. Fail. Anal., 16(2), 675-689. https://doi.org/10.1016/j.engfailanal.2008.02.011
  19. Gabor, A., Ferrier, E., Jacquelin, E. and Hamelin, P. (2005), "Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels", Compos. Struct., 74(3), 277-288. https://doi.org/10.1016/j.compstruct.2005.04.012
  20. Gabor, A., Ferrier, E., Jacquelin, E. and Hamelin, P. (2005), "Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels", Constr. Build. Mater., 20(5), 308-321. https://doi.org/10.1016/j.conbuildmat.2005.01.032
  21. Griffith, M.C., Lam, N., Wilson, J.L. and Doherty, K. (2004), "Experimental investigation of unreinforced brick masonry walls in flexure", J. Struct. Eng., ASCE, 130(3), 423-432. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:3(423)
  22. Guinea, G.V., Hussein, G., Elices, M. and Planas, J. (2000), "Micromechanical modelling of brick masonry fracture", Cement Concrete Res., 30(5), 731-737. https://doi.org/10.1016/S0008-8846(00)00228-3
  23. Gulkan, P. and Gurdil, F. (1998), "Strenght of earthen wall subassemblies: an experimental and analtical study", Proceedings of the Ninth World Conference on Earthquake Engineering.
  24. Hendry, A.W. (2001), "Masonry walls: materials and construction", Constr. Build. Mater., 15(8), 323-330. https://doi.org/10.1016/S0950-0618(01)00019-8
  25. Kanit, R., Erdal, M., Isik, N.S., Can, O., Yener, M.K., Serimer, G., Ugur, L.O. and Atımtay, E. (2005), "The Experimental behavior of the masonry walls which are loaded out of plane", The Increase in the earthquake security of the Masonry Buildings Workshop, ODTU, Ankara, February.
  26. Karantoni, F. and Fardis, M.N. (1989), "Assessment of analysis methods and of strengthening techniques for earthquake resistant masonry structures", Structural Conservation of Stone Masonry, International Technical Conference.
  27. Koksal, H.O., Doran, B. and Turgay, T. (2009), "A practical approach for modeling frp wrapped concrete columns", Constr. Build. Mater., 23(3), 1429-1437. https://doi.org/10.1016/j.conbuildmat.2008.07.008
  28. Kolsch, H. (1998), "Carbon fiber cement matrix (CFCM) overlay system for masonry strengthening", J. Compos. Constr., 2(2), 105-109. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:2(105)
  29. Korkmaz, H.H., Korkmaz, S.Z. and Donduren, M.S. (2010), "Earthquake hazard and damage on traditional rural structures in Turkey", Nat. Hazard. Earth Syst. Sci., 10, 605-622. https://doi.org/10.5194/nhess-10-605-2010
  30. Krevaikas, T.D. and Triantafillou, T.C. (2005), "Computeraided strengthening of masonry walls using fibrereinforced polymer strips", Mater. Struct., 38(1), 93-98. https://doi.org/10.1007/BF02480580
  31. Laurence, P. and Rots, J. (1997), "Multisurface interface model for analysis of masonry structures", J. Eng. Mech., 123(7), 660-8. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:7(660)
  32. Lee, J., Pande, G., Midleton, J. and Kralj, B. (1996), "Numerical modelling of brick masonry panels subject to lateral loadings", Comput. Struct., 61(4), 735-45. https://doi.org/10.1016/0045-7949(95)00361-4
  33. Lopez, J. Oller, S. Onate, E. and Lubliner, J. (1999), "Homogenous constitution model for masonry Int", J. Numer. Meth. Eng., 41, 1651-1671.
  34. Luciano, R. and Sacco, E. (1998), "A damage model for masonry structures", Eur. J. Mech. A/Solid., 17(2), 285-303. https://doi.org/10.1016/S0997-7538(98)80087-9
  35. Magenes, G. and Calvi, G.M. (1998), "Shaking table tests on brick masonry walls", Proceedings of 10th, European Conference on Earthquake Engineering, 3, 2419-2424.
  36. Marfia, S. and Sacco, E. (2011), "Modelling of reinforced masonry elements", Int. J. Solid. Struct., 38(24-25), 4177-4198. https://doi.org/10.1016/S0020-7683(00)00297-3
  37. Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons Inc.
  38. Sinha, B.P. and Loftus, M.D. (1979), "Temple, lateral strength of model brickwork panels", Proceedings Institution of Civil Engineers, Part 2(67), 191-197. https://doi.org/10.1680/iicep.1979.2325
  39. Stratford, T., Pascale, G., Manfroni, O. and Bonfiglioli, B. (2004), "Shear strengthening masonry panels with sheet glass-fiber reinforced polymer", J. Compos. Constr., 8(5), 434-443. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:5(434)
  40. Tomazevic, M. (1996), "Seismic upgrading of old brick-masonry urban houses: tying of walls with steel ties", Earthquake Spectra, 12, 599-622. https://doi.org/10.1193/1.1585898
  41. Valluzzi, M.R., Binda, L. and Modena, C. (2005), "Mechanical behaviour of historic masonry structures strengthened by bed joints structural repointing", Constr. Build. Mater., 19(1), 63-73. https://doi.org/10.1016/j.conbuildmat.2004.04.036

피인용 문헌

  1. Absolute effective elastic constants of composite materials vol.57, pp.5, 2016, https://doi.org/10.12989/sem.2016.57.5.897
  2. Influence of special plaster on the out-of-plane behavior of masonry walls vol.10, pp.4, 2016, https://doi.org/10.12989/eas.2016.10.4.769
  3. The effect of mortar type and joint thickness on mechanical properties of conventional masonry walls vol.67, pp.6, 2018, https://doi.org/10.12989/sem.2018.67.6.579