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Volumn 52, Issue 6, 2010, Pages 784-803

3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips

Author keywords

3D elements; Finite elements; FRP reinforcement; Kinematic approach; Limit analysis; Multi layer masonry

Indexed keywords

3D-ELEMENTS; FINITE ELEMENT; FINITE ELEMENTS; FRP-REINFORCEMENT; LIMIT ANALYSIS;

EID: 77955230743     PISSN: 00207403     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijmecsci.2010.01.004     Document Type: Article
Times cited : (29)

References (32)
  • 2
    • 37349003093 scopus 로고    scopus 로고
    • A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls
    • M.A. Ramalho, A. Taliercio, A. Anzani, L. Binda, and E. Papa A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls Advances in Engineering Software 39 4 2008 249 257
    • (2008) Advances in Engineering Software , vol.39 , Issue.4 , pp. 249-257
    • Ramalho, M.A.1    Taliercio, A.2    Anzani, A.3    Binda, L.4    Papa, E.5
  • 3
    • 33645944707 scopus 로고    scopus 로고
    • A contribution for the understanding of load-transfer mechanisms in multi-leaf masonry walls: Testing and modelling
    • L. Binda, J. Pina-Henriques, A. Anzani, A. Fontana, and P.B. Loureno A contribution for the understanding of load-transfer mechanisms in multi-leaf masonry walls: testing and modelling Engineering Structures 28 8 2006 1132 1148
    • (2006) Engineering Structures , vol.28 , Issue.8 , pp. 1132-1148
    • Binda, L.1    Pina-Henriques, J.2    Anzani, A.3    Fontana, A.4    Loureno, P.B.5
  • 5
    • 38749103522 scopus 로고    scopus 로고
    • Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: Deep repointing
    • M. Corradi, C. Tedeschi, L. Binda, and A. Borri Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: deep repointing Construction and Building Materials 22 4 2008 463 472
    • (2008) Construction and Building Materials , vol.22 , Issue.4 , pp. 463-472
    • Corradi, M.1    Tedeschi, C.2    Binda, L.3    Borri, A.4
  • 6
    • 0036603567 scopus 로고    scopus 로고
    • Strengthening techniques tested on masonry structures struck by the UmbriaMarche earthquake of 19971998
    • M. Corradi, A. Borri, and A. Vignoli Strengthening techniques tested on masonry structures struck by the UmbriaMarche earthquake of 19971998 Construction and Building Materials 16 4 2002 229 239
    • (2002) Construction and Building Materials , vol.16 , Issue.4 , pp. 229-239
    • Corradi, M.1    Borri, A.2    Vignoli, A.3
  • 7
    • 58149487644 scopus 로고    scopus 로고
    • Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded
    • G. Milani Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded Computational Mechanics 43 5 2009 617 639
    • (2009) Computational Mechanics , vol.43 , Issue.5 , pp. 617-639
    • Milani, G.1
  • 8
    • 48749114195 scopus 로고    scopus 로고
    • Limit analysis of masonry vaults by means of curved shell finite elements and homogenization
    • E. Milani, G. Milani, and A. Tralli Limit analysis of masonry vaults by means of curved shell finite elements and homogenization International Journal of Solids and Structures 45 2008 5258 5288
    • (2008) International Journal of Solids and Structures , vol.45 , pp. 5258-5288
    • Milani, E.1    Milani, G.2    Tralli, A.3
  • 10
    • 33846315486 scopus 로고    scopus 로고
    • Load-displacement of masonry panels with unbonded and intermittently bonded FRP. I: Analytical model
    • DOI 10.1061/(ASCE)1090-0268(2007)11:1(15)
    • Y. Korany, and R. Drysdale Load-displacement of masonry panels with unbonded and intermittently bonded FRP I: analytical model J. Compos. for Constr. 11 1 2007 15 23 (Pubitemid 46121708)
    • (2007) Journal of Composites for Construction , vol.11 , Issue.1 , pp. 15-23
    • Korany, Y.1    Drysdale, R.2
  • 11
    • 0018106519 scopus 로고
    • A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength
    • B.P. Sinha A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength Journal of Structural Engineering ASCE 56B 4 1978 81 84
    • (1978) Journal of Structural Engineering ASCE , vol.56 , Issue.4 , pp. 81-84
    • Sinha, B.P.1
  • 12
    • 0035216325 scopus 로고    scopus 로고
    • Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
    • M. Ferris, and F. Tin-Loi Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints International Journal of Mechanical Science 43 2001 209 224
    • (2001) International Journal of Mechanical Science , vol.43 , pp. 209-224
    • Ferris, M.1    Tin-Loi, F.2
  • 13
    • 19944375863 scopus 로고    scopus 로고
    • Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional joints and limit analysis formulation
    • A. Ordua, and P.B. Loureno Three-dimensional limit analysis of rigid blocks assemblages. Part I: torsion failure on frictional joints and limit analysis formulation International Journal of Solids and Structures 42 1819 2005 5140 5160
    • (2005) International Journal of Solids and Structures , vol.42 , Issue.18-19 , pp. 5140-5160
    • Ordua, A.1    Loureno, P.B.2
  • 14
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls, Part I: Failure surfaces
    • DOI 10.1016/j.compstruc.2005.09.005, PII S0045794905003159
    • G. Milani, P.B. Loureno, and A. Tralli Homogenised limit analysis of masonry walls. Part I: failure surfaces Computers and Structures 84 2006 166 180 (Pubitemid 41745467)
    • (2006) Computers and Structures , vol.84 , Issue.3-4 , pp. 166-180
    • Milani, G.1    Lourenco, P.B.2    Tralli, A.3
  • 15
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls, Part I: Failure surfaces
    • DOI 10.1016/j.compstruc.2005.09.005, PII S0045794905003159
    • G. Milani, P.B. Loureno, and A. Tralli Homogenised limit analysis of masonry walls. Part I: failure surfaces Computers and Structures 84 2006 166 180 (Pubitemid 41745467)
    • (2006) Computers and Structures , vol.84 , Issue.3-4 , pp. 166-180
    • Milani, G.1    Lourenco, P.B.2    Tralli, A.3
  • 16
    • 0001725915 scopus 로고    scopus 로고
    • Multisurface interface model for analysis of masonry structures
    • P.B. Loureno, and J. Rots A multi-surface interface model for the analysis of masonry structures Journal of Engineering Mechanics ASCE 123 7 1997 660 668 (Pubitemid 127603694)
    • (1997) Journal of Engineering Mechanics , vol.123 , Issue.7 , pp. 660-668
    • Lourenco, P.B.1    Rots, J.G.2
  • 17
    • 20844458571 scopus 로고    scopus 로고
    • A new discontinuous upper bound limit analysis formulation
    • K. Krabbenhoft, A.V. Lyamin, M. Hjiaj, and S.W. Sloan A new discontinuous upper bound limit analysis formulation International Journal for Numerical Methods in Engineering 63 2005 1069 1088
    • (2005) International Journal for Numerical Methods in Engineering , vol.63 , pp. 1069-1088
    • Sloan, S.W.1
  • 21
    • 0010944520 scopus 로고    scopus 로고
    • Recommendations for upgrading of concrete structures with use of continuous fiber sheets
    • JSCE, Japan Society of Civil Engineers
    • JSCE, Japan Society of Civil Engineers Recommendations for upgrading of concrete structures with use of continuous fiber sheets Concrete Engineering Series 41 2001
    • (2001) Concrete Engineering Series , vol.41
  • 24
  • 27
    • 43949141211 scopus 로고    scopus 로고
    • Modelling and analysis of FRP-strengthened masonry panels
    • E. Grande, G. Milani, and E. Sacco Modelling and analysis of FRP-strengthened masonry panels Engineering Structures 30 7 2008 1842 1860
    • (2008) Engineering Structures , vol.30 , Issue.7 , pp. 1842-1860
    • Grande, E.1    Milani, G.2    Sacco, E.3
  • 28
    • 35448999991 scopus 로고    scopus 로고
    • Lower bound limit analysis of masonry bridges including archfill interaction
    • A. Cavicchi, and L. Gambarotta Lower bound limit analysis of masonry bridges including archfill interaction Engineering Structures 29 11 2007 3002 3014
    • (2007) Engineering Structures , vol.29 , Issue.11 , pp. 3002-3014
    • Cavicchi, A.1    Gambarotta, L.2
  • 29
    • 10844253115 scopus 로고    scopus 로고
    • Cap model for limit analysis and strengthening of masonry structures
    • A. Ordua, and P.B. Loureno Cap model for limit analysis and strengthening of masonry structures Journal of Structural Engineering 129 10 2003 1367 1375
    • (2003) Journal of Structural Engineering , vol.129 , Issue.10 , pp. 1367-1375
    • Ordua, A.1    Loureno, P.B.2
  • 30
    • 56349099772 scopus 로고    scopus 로고
    • Assessment of design formulas for in-plane FRP strengthening of masonry walls
    • A. Prota, G. Manfredi, and F. Nardone Assessment of design formulas for in-plane FRP strengthening of masonry walls Journal of Composites for Construction 12 6 2008 643 649
    • (2008) Journal of Composites for Construction , vol.12 , Issue.6 , pp. 643-649
    • Prota, A.1    Manfredi, G.2    Nardone, F.3
  • 31
    • 77955227551 scopus 로고    scopus 로고
    • Analisi numerica della risposta monotona a taglio di pannelli in muratura di tufo [Numerical analysis of the monothonic shear behaviour of tuff masonry panels]
    • Marcari G, Fabbrocino G, Manfredi G. Analisi numerica della risposta monotona a taglio di pannelli in muratura di tufo [Numerical analysis of the monothonic shear behaviour of tuff masonry panels]. In: Proceedings of the XII Convegno ANIDIS, l'ingegneria sismica in Italia 2007.
    • (2007) Proceedings of the XII Convegno ANIDIS, l'Ingegneria Sismica in Italia
    • Marcari, G.1    Fabbrocino, G.2    Manfredi, G.3


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