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Volumn 25, Issue 12, 2011, Pages 4426-4443

Simple lower bound limit analysis homogenization model for in- and out-of-plane loaded masonry walls

Author keywords

Homogenization; In and out of plane loads; Limit analysis; Masonry

Indexed keywords

CELL LEVELS; COLLAPSE LOADS; CONSTANT STRESS; ELEMENTARY CELLS; FAILURE MECHANISM; FLEXURAL BEHAVIOR; FRICTIONAL BEHAVIOR; HOMOGENIZATION; HOMOGENIZED MODEL; IN-PLANE; KINEMATIC MODEL; LIMIT ANALYSIS; LINEAR PROGRAMMING PROBLEM; LOWER BOUND LIMIT ANALYSIS; LOWER BOUNDS; LOWER-BOUND APPROACHES; MASONRY; MASONRY STRUCTURES; MASONRY WALLS; NON-LINEARITY; OUT-OF-PLANE; TRIANGULAR ELEMENTS; UPPER BOUND APPROACH;

EID: 79960250472     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.01.012     Document Type: Article
Times cited : (83)

References (40)
  • 1
    • 0027079558 scopus 로고
    • Strengthening building of stone masonry to resist earthquakes
    • R. Spence, and A. Coburn Strengthening building of stone masonry to resist earthquakes Meccanica 27 1992 213 221
    • (1992) Meccanica , vol.27 , pp. 213-221
    • Spence, R.1    Coburn, A.2
  • 2
    • 0006933394 scopus 로고
    • New trends in the analysis of masonry structures
    • S. Di Pasquale New trends in the analysis of masonry structures Meccanica 27 1992 173 184
    • (1992) Meccanica , vol.27 , pp. 173-184
    • Di Pasquale, S.1
  • 4
    • 0033155581 scopus 로고    scopus 로고
    • Rigid element model for non-linear analysis of masonry facades subjected to out-of-plane loading
    • DOI 10.1002/(SICI)1099-0887(199907)15:7<457::AID-CNM259>3.0.CO;2-W
    • S. Casolo Rigid element model for non-linear analysis of masonry facades subjected to out-of-plane loading Commun Numer Methods Eng 15 7 1999 457 468 (Pubitemid 32213143)
    • (1999) Communications in Numerical Methods in Engineering , vol.15 , Issue.7 , pp. 457-468
    • Casolo, S.1
  • 5
    • 0031282029 scopus 로고    scopus 로고
    • A plane stress softening plasticity model for orthotropic materials
    • P.B. Loureno, R. de Borst, and J.G. Rots A plane stress softening plasticity model for orthotropic materials Int J Numer Methods Eng 40 1997 4033 4057
    • (1997) Int J Numer Methods Eng , vol.40 , pp. 4033-4057
    • Loureno, P.B.1    De Borst, R.2    Rots, J.G.3
  • 6
    • 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 J Eng Mech 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
  • 7
    • 0028315781 scopus 로고
    • Interface model applied to fracture of masonry structures
    • H.R. Lotfi, and P.B. Shing Interface model applied to fracture of masonry structures J Struct Eng ASCE 120 1 1994 63 80
    • (1994) J Struct Eng ASCE , vol.120 , Issue.1 , pp. 63-80
    • Lotfi, H.R.1    Shing, P.B.2
  • 8
    • 0035362539 scopus 로고    scopus 로고
    • Lower bound limit analysis of unreinforced masonry shear walls
    • DOI 10.1016/S0045-7949(01)00024-4, PII S0045794901000244
    • D.J. Sutcliffe, H.S. Yu, and A.W. Page Lower bound limit analysis of unreinforced masonry shear walls Comput Struct 79 2001 1295 1312 (Pubitemid 32585620)
    • (2001) Computers and Structures , vol.79 , Issue.14 , pp. 1295-1312
    • Sutcliffe, D.J.1    Yu, H.S.2    Page, A.W.3
  • 11
    • 85078685666 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls. Part I: The mortar joint model and its applications
    • L. Gambarotta, and S. Lagomarsino Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications Earthquake Eng Struct Dyn 26 1997 423 439
    • (1997) Earthquake Eng Struct Dyn , vol.26 , pp. 423-439
    • Gambarotta, L.1    Lagomarsino, S.2
  • 12
    • 0031188755 scopus 로고    scopus 로고
    • A homogenization approach to the ultimate strength of brick masonry
    • PII S0022509697000021
    • P. de Buhan, and G. de Felice A homogenisation approach to the ultimate strength of brick masonry J Mech Phys Solids 45 7 1997 1085 1104 (Pubitemid 127416860)
    • (1997) Journal of the Mechanics and Physics of Solids , vol.45 , Issue.7 , pp. 1085-1104
    • De Buhan, P.1    De Felice, G.2
  • 13
    • 0031212561 scopus 로고    scopus 로고
    • Homogenization technique and damage model for old masonry material
    • PII S0020768396001679
    • R. Luciano, and E. Sacco Homogenisation technique and damage model for old masonry material Int J Solids Struct 34 24 1997 3191 3208 (Pubitemid 127417988)
    • (1997) International Journal of Solids and Structures , vol.34 , Issue.24 , pp. 3191-3208
    • Luciano, R.1    Sacco, E.2
  • 14
    • 0031188396 scopus 로고    scopus 로고
    • Numerical strategies for solving continuum damage problems with softening: Application to the homogenization of masonry
    • PII S0045794996001538
    • P. Pegon, and A. Anthoine Numerical strategies for solving continuum damage problems with softening: application to the homogenisation of masonry Comput Struct 64 1-4 1997 623 642 (Pubitemid 127413460)
    • (1997) Computers and Structures , vol.64 , Issue.1-4 , pp. 623-642
    • Pegon, P.1    Anthoine, A.2
  • 15
    • 77953616037 scopus 로고    scopus 로고
    • A simplified homogenization-discrete element model for the non-linear static analysis of masonry walls out-of-plane loaded
    • S. Casolo, and G. Milani A simplified homogenization-discrete element model for the non-linear static analysis of masonry walls out-of-plane loaded Eng Struct 32 8 2010 2352 2366
    • (2010) Eng Struct , vol.32 , Issue.8 , pp. 2352-2366
    • Casolo, S.1    Milani, G.2
  • 16
    • 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 Comput Struct 84 3-4 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
  • 17
    • 33748806020 scopus 로고    scopus 로고
    • Homogenization approach for the limit analysis of out-of-plane loaded masonry walls
    • DOI 10.1061/(ASCE)0733-9445(2006)132:10(1650)
    • G. Milani, P.B. Loureno, and A. Tralli Homogenization approach for the limit analysis of out-of-plane loaded masonry walls J Struct Eng ASCE 132 10 2006 1650 1663 (Pubitemid 44410273)
    • (2006) Journal of Structural Engineering , vol.132 , Issue.10 , pp. 1650-1663
    • Milani, G.1    Lourenco, P.2    Tralli, A.3
  • 18
    • 77953136653 scopus 로고    scopus 로고
    • A simplified homogenized limit analysis model for randomly assembled blocks out-of-plane loaded
    • G. Milani, and P.B. Loureno A simplified homogenized limit analysis model for randomly assembled blocks out-of-plane loaded Comput Struct 88 2010 690 717
    • (2010) Comput Struct , vol.88 , pp. 690-717
    • Milani, G.1    Loureno, P.B.2
  • 19
    • 60949090445 scopus 로고    scopus 로고
    • Multi-scale detection of failure in planar masonry thin shells using computational homogenisation
    • B.C.N. Mercatoris, T.J. Massart, and P. Bouillard Multi-scale detection of failure in planar masonry thin shells using computational homogenisation Eng Fract Mech 76 4 2009 479 499
    • (2009) Eng Fract Mech , vol.76 , Issue.4 , pp. 479-499
    • Mercatoris, B.C.N.1    Massart, T.J.2    Bouillard, P.3
  • 20
    • 12344332724 scopus 로고    scopus 로고
    • Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry
    • DOI 10.1016/j.euromechsol.2004.05.003, PII S0997753804000713
    • T. Massart, R.H.J. Peerlings, and M.G.D. Geers Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry Eur J Mech A/Solids 23 2004 719 735 (Pubitemid 40134566)
    • (2004) European Journal of Mechanics, A/Solids , vol.23 , Issue.5 , pp. 719-735
    • Massart, T.J.1    Peerlings, R.H.J.2    Geers, M.G.D.3
  • 21
    • 0035216325 scopus 로고    scopus 로고
    • Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
    • DOI 10.1016/S0020-7403(99)00111-3
    • M. Ferris, and F. Tin-Loi Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints Int J Mech Sci 43 2001 209 224 (Pubitemid 33375915)
    • (2001) International Journal of Mechanical Sciences , vol.43 , Issue.1 , pp. 209-224
    • Ferris, M.C.1    Tin-Loi, F.2
  • 23
    • 0344629175 scopus 로고    scopus 로고
    • Yield design of thin periodic plates by a homogenization technique and an application to masonry walls
    • DOI 10.1016/S1631-0721(03)00144-X
    • K. Sab Yield design of thin periodic plates by a homogenisation technique and an application to masonry walls CR Mech 331 2003 641 646 (Pubitemid 37500296)
    • (2003) Comptes Rendus - Mecanique , vol.331 , Issue.9 , pp. 641-646
    • Sab, K.1
  • 24
    • 33846064392 scopus 로고    scopus 로고
    • A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls
    • DOI 10.1016/j.ijsolstr.2006.06.033, PII S0020768306002423
    • A. Cecchi, G. Milani, and A. Tralli A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls Int J Solids Struct 44 5 2007 1438 1460 (Pubitemid 46072856)
    • (2007) International Journal of Solids and Structures , vol.44 , Issue.5 , pp. 1438-1460
    • Cecchi, A.1    Milani, G.2    Tralli, A.3
  • 25
    • 0015476157 scopus 로고
    • Finite element limit analysis using linear programming
    • E. Anderheggen, and H. Knopfel Finite element limit analysis using linear programming Int J Solids Struct 8 1972 1413 1431
    • (1972) Int J Solids Struct , vol.8 , pp. 1413-1431
    • Anderheggen, E.1    Knopfel, H.2
  • 26
    • 0029405294 scopus 로고
    • Upper bound limit analysis using discontinuous velocity fields
    • S.W. Sloan, and P.W. Kleeman Upper bound limit analysis using discontinuous velocity fields Comput Methods Appl Mech Eng 127 1-4 1995 293 314
    • (1995) Comput Methods Appl Mech Eng , vol.127 , Issue.14 , pp. 293-314
    • Sloan, S.W.1    Kleeman, P.W.2
  • 27
    • 0024134211 scopus 로고
    • A steepest edge active set algorithm for solving sparse linear programming problems
    • S.W. Sloan A steepest edge active set algorithm for solving sparse linear programming problems Int J Numer Methods Eng 12 1988 61 67
    • (1988) Int J Numer Methods Eng , vol.12 , pp. 61-67
    • Sloan, S.W.1
  • 29
    • 33646070267 scopus 로고    scopus 로고
    • Lower bound limit analysis of cohesive-frictional materials using second-order cone programming
    • A. Makrodimopoulos, and C.M. Martin Lower bound limit analysis of cohesive-frictional materials using second-order cone programming Int J Numer Methods Eng 66 4 2006 604 634
    • (2006) Int J Numer Methods Eng , vol.66 , Issue.4 , pp. 604-634
    • Makrodimopoulos, A.1    Martin, C.M.2
  • 30
    • 33846103988 scopus 로고    scopus 로고
    • Formulation and solution of some plasticity problems as conic programs
    • DOI 10.1016/j.ijsolstr.2006.06.036, PII S0020768306002447
    • K. Krabbenhoft, A.V. Lyamin, and S.W. Sloan Formulation and solution of some plasticity problems as conic programs Int J Solids Struct 44 2007 1533 1549 (Pubitemid 46072858)
    • (2007) International Journal of Solids and Structures , vol.44 , Issue.5 , pp. 1533-1549
    • Krabbenhoft, K.1    Lyamin, A.V.2    Sloan, S.W.3
  • 31
    • 79959817103 scopus 로고
    • Deformation controlled tests in masonry shear walls (in Dutch)
    • TNO-Bouw, Delft, The Netherlands
    • Raijmakers TMJ, Vermeltfoort A. Deformation controlled tests in masonry shear walls (in Dutch). Report B-92-1156, TNO-Bouw, Delft, The Netherlands; 1992.
    • (1992) Report B-92-1156
    • Tmj, R.1    Vermeltfoort, A.2
  • 32
    • 0342664846 scopus 로고
    • A component failure criterion for blockwork in flexure
    • Anand SC, editor. New Orleans, Louisiana, USA
    • Gazzola EA, Drysdale RG. A component failure criterion for blockwork in flexure. In: Anand SC, editor. Structures '86 ASCE, New Orleans, Louisiana, USA; 1986. p. 134-153.
    • (1986) Structures '86 ASCE , pp. 134-153
    • Gazzola, E.A.1    Drysdale, R.G.2
  • 33
    • 0022300682 scopus 로고
    • Bending of concrete masonry walls at different angles to the bed joints
    • Arlington, Texas, USA, Paper 27
    • Gazzola EA, Drysdale RG, Essawy AS. Bending of concrete masonry walls at different angles to the bed joints. In: Proc. 3th North. Amer. mas. conf., Arlington, Texas, USA, Paper 27; 1985.
    • (1985) Proc. 3th North. Amer. Mas. Conf.
    • Gazzola, E.A.1    Drysdale, R.G.2    Essawy, A.S.3
  • 34
    • 0034274185 scopus 로고    scopus 로고
    • Anisotropic softening model for masonry plates and shells
    • P.B. Loureno Anisotropic softening model for masonry plates and shells J Struct Eng ASCE 126 9 1999 1008 1016
    • (1999) J Struct Eng ASCE , vol.126 , Issue.9 , pp. 1008-1016
    • Loureno, P.B.1
  • 35
    • 0002054916 scopus 로고
    • Yield-line method by finite elements and linear programming
    • J. Munro, and A.M.A. Da Fonseca Yield-line method by finite elements and linear programming Struct Eng 56B 1978 37 44
    • (1978) Struct Eng , vol.56 B , pp. 37-44
    • Munro, J.1    Da Fonseca, A.M.A.2
  • 38
    • 40949101441 scopus 로고    scopus 로고
    • 3D upper bound limit analysis of multi-leaf masonry walls
    • G. Milani 3D upper bound limit analysis of multi-leaf masonry walls Int J Mech Sci 50 4 2008 817 836
    • (2008) Int J Mech Sci , vol.50 , Issue.4 , pp. 817-836
    • Milani, G.1
  • 40
    • 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 Struct Eng 56B 4 1978 81 84 (Pubitemid 9423033)
    • (1978) Struct Eng Part B , vol.56 B , Issue.4 , pp. 81-84
    • Sinha, B.P.1


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