메뉴 건너뛰기




Volumn 151, Issue 1, 2008, Pages 29-55

Cohesive crack model for mixed mode fracture of brick masonry

Author keywords

Experimental mechanics; Fracture; Masonry; Mixed mode; Modelling

Indexed keywords

BRICK; BRICKMAKING; CONCRETES; CRACKS; CRYSTALLOGRAPHY; FOUNDATIONS; FRACTURE; FRACTURE FIXATION; MASONRY MATERIALS; NUMERICAL METHODS;

EID: 50349084979     PISSN: 03769429     EISSN: 15732673     Source Type: Journal    
DOI: 10.1007/s10704-008-9243-1     Document Type: Article
Times cited : (27)

References (72)
  • 1
    • 0025405160 scopus 로고
    • Small-scale modeling of concrete block masonry structures
    • Abboud BE, Hamid HG (1990) Small-scale modeling of concrete block masonry structures. ACI Struct J 87(2): 145-155
    • (1990) ACI Struct J , vol.87 , Issue.2 , pp. 145-155
    • Abboud, B.E.1    Hamid, H.G.2
  • 2
    • 0030145580 scopus 로고    scopus 로고
    • Flexural behavior of reinforced concrete masonry walls under out of plane monotonic loads
    • Abdoud BE, Hamid AA, Harris HG (1996) Flexural behavior of reinforced concrete masonry walls under out of plane monotonic loads. ACI Struct J 93(3): 327-335
    • (1996) ACI Struct J , vol.93 , Issue.3 , pp. 327-335
    • Abdoud, B.E.1    Hamid, A.A.2    Harris, H.G.3
  • 3
    • 31344447711 scopus 로고    scopus 로고
    • Experimental investigations of the joint-mortar behavior
    • Abdou L, Saada RM, Meftah F, Mebarki A (2006) Experimental investigations of the joint-mortar behavior. Mechanics 33: 370-384
    • (2006) Mechanics , vol.33 , pp. 370-384
    • Abdou, L.1    Saada, R.M.2    Meftah, F.3    Mebarki, A.4
  • 5
    • 0032676462 scopus 로고    scopus 로고
    • Stress-strain characteristics of brick masonry under uniaxial cyclic loading
    • doi: 10.1061/(ASCE)0733-9445(1999)125:6(600)
    • Alshebani M, Sinha S (1999) Stress-strain characteristics of brick masonry under uniaxial cyclic loading. J Struct Eng 125(6): 600-604 doi: 10.1061/(ASCE)0733-9445(1999)125:6(600)
    • (1999) J Struct Eng , vol.125 , Issue.6 , pp. 600-604
    • Alshebani, M.1    Sinha, S.2
  • 6
    • 0029233332 scopus 로고
    • Derivation of the in-plane elastic characteristics of masonry through homogenization theory
    • doi: 10.1016/0020-7683(94)00140-R
    • Anthoine A (1995) Derivation of the in-plane elastic characteristics of masonry through homogenization theory. Int J Solids Struct 32(2): 137-163 doi: 10.1016/0020-7683(94)00140-R
    • (1995) Int J Solids Struct , vol.32 , Issue.2 , pp. 137-163
    • Anthoine, A.1
  • 7
    • 0022689329 scopus 로고
    • Shear fracture tests of concrete
    • doi: 10.1007/BF02481755
    • Bažant ZP, Pfeiffer PA (1986) Shear fracture tests of concrete. Mater Struct 19: 111-121 doi: 10.1007/BF02481755
    • (1986) Mater Struct , vol.19 , pp. 111-121
    • Bažant, Z.P.1    Pfeiffer, P.A.2
  • 9
    • 50349096441 scopus 로고
    • Fracture analysis of brick masonry: Size effects and snap-back analysis
    • Bocca P, Carpinteri A, Valente V (1989) Fracture analysis of brick masonry: Size effects and snap-back analysis. Mater Struct 27: 99-105
    • (1989) Mater Struct , vol.27 , pp. 99-105
    • Bocca, P.1    Carpinteri, A.2    Valente, V.3
  • 10
    • 0031697332 scopus 로고    scopus 로고
    • Load transfer mechanisms in masonry: Friction along a crack within a brick
    • doi: 10.1007/BF02486413
    • Bernardini A, Modena C, Valluzi MR (1998) Load transfer mechanisms in masonry: Friction along a crack within a brick. Mater Struct 31: 42-48 doi: 10.1007/BF02486413
    • (1998) Mater Struct , vol.31 , pp. 42-48
    • Bernardini, A.1    Modena, C.2    Valluzi, M.R.3
  • 11
    • 50349094471 scopus 로고    scopus 로고
    • Experimentally-based computational modelling of masonry
    • In: Pande GN, Middleton J, Kraj B(eds) E&FN Spon, New York
    • Bosiljkov V, Zarnic R, Kralj B, Pande GN (1998) Experimentally-based computational modelling of masonry. In: Pande GN, Middleton J, Kraj B(eds) Computer methods in structural masonry-4. E&FN Spon, New York, pp 103-110
    • (1998) Computer Methods in Structural Masonry-4 , pp. 103-110
    • Bosiljkov, V.1    Zarnic, R.2    Kralj, B.3    Pande, G.N.4
  • 12
    • 0038637631 scopus 로고    scopus 로고
    • Shear tests of the URM panels made from different types of mortar: An experimental study
    • In: Adell JM (ed)
    • Bosiljkov V, Zarnic R, Bosiljkov VB (2000) Shear tests of the URM panels made from different types of mortar: An experimental study. In: Adell JM (ed) 12th brick/block masonry Conf. (IBMAC), vol 1, pp 303-307
    • (2000) 12th Brick/block Masonry Conf. (IBMAC) , vol.1 , pp. 303-307
    • Bosiljkov, V.1    Zarnic, R.2    Bosiljkov, V.B.3
  • 14
    • 0030692647 scopus 로고    scopus 로고
    • Normal/shear cracking model: Application to discrete crack analysis
    • doi: 10.1061/(ASCE)0733-9399(1997)123:8(765)
    • Carol I, Prat P, López M (1997) Normal/shear cracking model: application to discrete crack analysis. J Eng Mech 123: 765-773 doi: 10.1061/(ASCE)0733-9399(1997)123:8(765)
    • (1997) J Eng Mech , vol.123 , pp. 765-773
    • Carol, I.1    Prat, P.2    López, M.3
  • 15
    • 0002564419 scopus 로고
    • Cracking of strain-softening materials
    • In: Aliabadi M.H.(eds) Comp Mech Pub, Southampton
    • Carpinteri A et al (1994) Cracking of strain-softening materials. In: Aliabadi M.H.(eds) Static and dynamic fracture mechanics. Comp Mech Pub, Southampton, pp 311-365
    • (1994) Static and Dynamic Fracture Mechanics , pp. 311-365
    • Carpinteri, A.1
  • 16
    • 0030712159 scopus 로고    scopus 로고
    • Size dependence of strength and fracture properties of brickwork masonry walls
    • doi: 10.1061/(ASCE)0733-9399(1997)123:8(816)
    • Carpinteri A, Chiaia B, Bocca P (1997) Size dependence of strength and fracture properties of brickwork masonry walls. J Eng Mech 123(8): 816-822 doi: 10.1061/(ASCE)0733-9399(1997)123:8(816)
    • (1997) J Eng Mech , vol.123 , Issue.8 , pp. 816-822
    • Carpinteri, A.1    Chiaia, B.2    Bocca, P.3
  • 17
    • 0036602150 scopus 로고    scopus 로고
    • Homogenized strategy toward constitutive identification of masonry
    • doi: 10.1061/(ASCE)0733-9399(2002)128:6(688)
    • Cecchi A, Di Marco R (2002) Homogenized strategy toward constitutive identification of masonry. J Eng Mech 128: 688-697 doi: 10.1061/ (ASCE)0733-9399(2002)128:6(688)
    • (2002) J Eng Mech , vol.128 , pp. 688-697
    • Cecchi, A.1    Di Marco, R.2
  • 18
    • 4244077560 scopus 로고    scopus 로고
    • Study of the mixed mode fracture of concrete and mortar
    • Ph.D. Thesis, Universidad Politécnica Madrid, Madrid (in Spanish)
    • Cendón DA (2002) Study of the mixed mode fracture of concrete and mortar. Ph.D. Thesis, Universidad Politécnica Madrid, Madrid (in Spanish)
    • (2002)
    • Cendón, D.A.1
  • 19
    • 0034207144 scopus 로고    scopus 로고
    • Modelling the fracture of concrete under mixed loading
    • doi: 10.1023/A:1007687025575
    • Cendón DA, Gálvez JC, Elices M, Planas J (2000) Modelling the fracture of concrete under mixed loading. Int J Fract 103: 293-310 doi: 10.1023/A:1007687025575
    • (2000) Int J Fract , vol.103 , pp. 293-310
    • Cendón, D.A.1    Gálvez, J.C.2    Elices, M.3    Planas, J.4
  • 20
    • 0003817235 scopus 로고
    • Discrete crack modelling in concrete structures
    • Ph. D. Thesis, University of Colorado
    • Cervenka J (1994) Discrete crack modelling in concrete structures. Ph. D. Thesis, University of Colorado
    • (1994)
    • Cervenka, J.1
  • 21
    • 50349083207 scopus 로고    scopus 로고
    • Development of a fracture mechanics approach for masonry
    • In: Bailly ME, Spodler DE (eds)
    • Cormeau AF, Shrive NG (1996a) Development of a fracture mechanics approach for masonry. In: Bailly ME, Spodler DE (eds) 7th North American masonry conference, pp 379-388
    • (1996) 7th North American Masonry Conference , pp. 379-388
    • Cormeau, A.F.1    Shrive, N.G.2
  • 22
    • 50349094134 scopus 로고    scopus 로고
    • Fracture mechanics and future strength design of masonry
    • In: Bailly ME, Spodler DE (eds)
    • Cormeau AF, Shrive N (1996b) Fracture mechanics and future strength design of masonry. In: Bailly ME, Spodler DE (eds) 7th North American masonry conference, pp 477-488
    • (1996) 7th North American Masonry Conference , pp. 477-488
    • Cormeau, A.F.1    Shrive, N.2
  • 23
    • 0022059198 scopus 로고
    • Biaxial stress-strain relations for brick masonry
    • Dhanasekar M, Kleeman P, Page AW (1985a) Biaxial stress-strain relations for brick masonry. J Struct Eng 3(5): 1085-1100
    • (1985) J Struct Eng , vol.3 , Issue.5 , pp. 1085-1100
    • Dhanasekar, M.1    Kleeman, P.2    Page, A.W.3
  • 24
    • 0022083564 scopus 로고
    • The failure of brick masonry under biaxial stresses
    • Dhanasekar M, Page AW, Kleeman PW (1985b) The failure of brick masonry under biaxial stresses. Proc Inst Civ Eng 79(2): 295-313
    • (1985) Proc Inst Civ Eng , vol.79 , Issue.2 , pp. 295-313
    • Dhanasekar, M.1    Page, A.W.2    Kleeman, P.W.3
  • 25
    • 0034186885 scopus 로고    scopus 로고
    • Mixed mode fracture in plain and reinforced concrete: Some results on benchmark tests
    • doi: 10.1023/A:1007613001402
    • di Prisco M, Ferrara L, Meftah F, Pamin J, de Borst R, Mazars J et al (2000) Mixed mode fracture in plain and reinforced concrete: Some results on benchmark tests. Int J Fract 103: 127-1489 doi: 10.1023/ A:1007613001402
    • (2000) Int J Fract , vol.103 , pp. 127-1489
    • di Prisco, M.1    Ferrara, L.2    Meftah, F.3    Pamin, J.4    de Borst, R.5    Mazars, J.6
  • 26
    • 0025997791 scopus 로고
    • Behaviour and strength of concrete masonry walls
    • El-Metwally SE, Ashour AF, Chen WF (1991) Behaviour and strength of concrete masonry walls. ACI Struct J 88(1): 42-48
    • (1991) ACI Struct J , vol.88 , Issue.1 , pp. 42-48
    • El-Metwally, S.E.1    Ashour, A.F.2    Chen, W.F.3
  • 27
    • 85007836717 scopus 로고
    • On the crack extension in plates under plane loading and transverse shear
    • Erdogan F, Sih GC (1963) On the crack extension in plates under plane loading and transverse shear. J Basic Eng 85: 519-527
    • (1963) J Basic Eng , vol.85 , pp. 519-527
    • Erdogan, F.1    Sih, G.C.2
  • 28
    • 0001570418 scopus 로고    scopus 로고
    • Crack trajectories under mixed mode and non-proportional loading
    • doi: 10.1007/BF00033181
    • Gálvez JC, Elices M, Guinea GV, Planas J (1996) Crack trajectories under mixed mode and non-proportional loading. Int J Fract 81: 171-193 doi: 10.1007/BF00033181
    • (1996) Int J Fract , vol.81 , pp. 171-193
    • Gálvez, J.C.1    Elices, M.2    Guinea, G.V.3    Planas, J.4
  • 29
    • 0032293585 scopus 로고    scopus 로고
    • Mixed mode fracture under propotional and nonproportional loading
    • doi: 10.1023/A:1007578814070
    • Gálvez JC, Elices M, Guinea GV, Planas J (1998) Mixed mode fracture under propotional and nonproportional loading. Int J Fract 94: 267-284 doi: 10.1023/A:1007578814070
    • (1998) Int J Fract , vol.94 , pp. 267-284
    • Gálvez, J.C.1    Elices, M.2    Guinea, G.V.3    Planas, J.4
  • 30
    • 50349089624 scopus 로고    scopus 로고
    • Brickwork masonry failure under tensile/shear loading
    • Gálvez JC, Reyes E, Casati MJ (2000) Brickwork masonry failure under tensile/shear loading. Mason Int 9: 184-191
    • (2000) Mason Int , vol.9 , pp. 184-191
    • Gálvez, J.C.1    Reyes, E.2    Casati, M.J.3
  • 31
    • 0036779298 scopus 로고    scopus 로고
    • A discrete crack approach to normal/shear cracking of concrete
    • doi: 10.1016/S0008-8846(02)00825-6
    • Gálvez JC, Cervenka J, Saouma V, Cendón DA (2002) A discrete crack approach to normal/shear cracking of concrete. Cement Concr Res 32: 1567-1585 doi: 10.1016/S0008-8846(02)00825-6
    • (2002) Cement Concr Res , vol.32 , pp. 1567-1585
    • Gálvez, J.C.1    Cervenka, J.2    Saouma, V.3    Cendón, D.A.4
  • 32
    • 0344519564 scopus 로고    scopus 로고
    • Influence of shear parameters on mixed-mode fracture of concrete
    • doi: 10.1023/A:1022883132117
    • Gálvez JC, Cendón DA, Planas J (2002) Influence of shear parameters on mixed-mode fracture of concrete. Int J Fract 118: 163-189 doi: 10.1023/A:1022883132117
    • (2002) Int J Fract , vol.118 , pp. 163-189
    • Gálvez, J.C.1    Cendón, D.A.2    Planas, J.3
  • 33
    • 0035850689 scopus 로고    scopus 로고
    • Numerical analysis of masonry structures via interface models
    • doi: 10.1016/S0045-7825(01)00225-0
    • Giambanco G, Rizzo S, Spallino R (2001) Numerical analysis of masonry structures via interface models. Comput Methods Appl Mech Eng 190: 6493-6511 doi: 10.1016/S0045-7825(01)00225-0
    • (2001) Comput Methods Appl Mech Eng , vol.190 , pp. 6493-6511
    • Giambanco, G.1    Rizzo, S.2    Spallino, R.3
  • 34
    • 0343184809 scopus 로고
    • Masonry cracks: A review of literature. Masonry: materials, design, construction and maintenance
    • In: Harris HA (ed) Philadelphia
    • Grimm CT (1988) Masonry cracks: A review of literature. Masonry: materials, design, construction and maintenance. In: Harris HA (ed) ASTM STP 992 American Society for Testing and Materials, Philadelphia, pp 257-280
    • (1988) ASTM STP 992 American Society for Testing and Materials , pp. 257-280
    • Grimm, C.T.1
  • 35
    • 0000128744 scopus 로고
    • Correlation between the softening and the size effect curves
    • In: Mihashi M(eds) E&F Spoon, London
    • Guinea GV, Planas J, Elices M et al (1994) Correlation between the softening and the size effect curves. In: Mihashi M(eds) Size effect in concrete structures. E&F Spoon, London, pp 233-244
    • (1994) Size Effect in Concrete Structures , pp. 233-244
    • Guinea, G.V.1    Planas, J.2    Elices, M.3
  • 36
    • 0031397459 scopus 로고    scopus 로고
    • On the initial shape of the softening function of cohesive aterials
    • doi: 10.1023/A:1007416926604
    • Guinea GV, Elices M, Planas J (1997) On the initial shape of the softening function of cohesive aterials. Int J Fract 87: 139-149 doi: 10.1023/A:1007416926604
    • (1997) Int J Fract , vol.87 , pp. 139-149
    • Guinea, G.V.1    Elices, M.2    Planas, J.3
  • 37
    • 0033692168 scopus 로고    scopus 로고
    • Micromechanical modelling of brick-masonry fracture
    • doi: 10.1016/S0008-8846(00)00228-3
    • Guinea GV, Hussein G, Elices M, Planas J (2000) Micromechanical modelling of brick-masonry fracture. Cement Concr Res 30: 731-737 doi: 10.1016/S0008-8846(00)00228-3
    • (2000) Cement Concr Res , vol.30 , pp. 731-737
    • Guinea, G.V.1    Hussein, G.2    Elices, M.3    Planas, J.4
  • 38
    • 0004725612 scopus 로고
    • Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
    • doi: 10.1016/0008-8846(76)90007-7
    • Hillerborg A, Modeer M, Petersson P (1976) Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement Concr Res 6: 773-782 doi: 10.1016/0008-8846(76)90007-7
    • (1976) Cement Concr Res , vol.6 , pp. 773-782
    • Hillerborg, A.1    Modeer, M.2    Petersson, P.3
  • 39
    • 0024091584 scopus 로고
    • Mixed-mode fracture of concrete
    • Jenq Y, Shah SP (1988) Mixed-mode fracture of concrete. Int J Fract 38: 123-142
    • (1988) Int J Fract , vol.38 , pp. 123-142
    • Jenq, Y.1    Shah, S.P.2
  • 40
    • 31344441561 scopus 로고    scopus 로고
    • The failure of brick triplet test specimens
    • Jukes P, Riddintong JR (2001) The failure of brick triplet test specimens. Mason Int 15(1): 30-33
    • (2001) Mason Int , vol.15 , Issue.1 , pp. 30-33
    • Jukes, P.1    Riddintong, J.R.2
  • 41
    • 0028465320 scopus 로고
    • Study of the compressive strength of blockwork masonry
    • Khalaf FM, Hendry AW, Fairbairn DR (1994) Study of the compressive strength of blockwork masonry. ACI Struct J 91(4): 367-375
    • (1994) ACI Struct J , vol.91 , Issue.4 , pp. 367-375
    • Khalaf, F.M.1    Hendry, A.W.2    Fairbairn, D.R.3
  • 42
    • 0004027295 scopus 로고    scopus 로고
    • Computational strategies for masonry structures
    • Ph.D. Thesis, Delft, The Netherlands
    • Lourenço PJ (1996) Computational strategies for masonry structures. Ph.D. Thesis, Delft, The Netherlands
    • (1996)
    • Lourenço, P.J.1
  • 43
    • 5344253464 scopus 로고
    • On the use of micromodels for the analysis of masonry shear walls
    • In: Pande GN, Middleton J (eds) Swansea
    • Lourenço PB, Rots J (1993) On the use of micromodels for the analysis of masonry shear walls. In: Pande GN, Middleton J (eds) Computer methods in structural masonry-2. Swansea, pp 14-26
    • (1993) Computer Methods in Structural Masonry , vol.2 , pp. 14-26
    • Lourenço, P.B.1    Rots, J.2
  • 44
    • 3042742490 scopus 로고    scopus 로고
    • Characterization of cyclic behavior of dry masonry joints
    • doi: 10.1061/(ASCE)0733-9445(2004)130:5(779)
    • Lourenço PB, Ramos L (2004) Characterization of cyclic behavior of dry masonry joints. J Struct Eng 130: 779-786 doi: 10.1061/ (ASCE)0733-9445(2004)130:5(779)
    • (2004) J Struct Eng , vol.130 , pp. 779-786
    • Lourenço, P.B.1    Ramos, L.2
  • 45
    • 0032095835 scopus 로고    scopus 로고
    • Continuum model for masonry: Parameter estimation and validation
    • Lourenço PJ, Rots J, Blaauwendraad J (1998) Continuum model for masonry: Parameter estimation and validation. J Struct Eng 124(6): 642-652
    • (1998) J Struct Eng , vol.124 , Issue.6 , pp. 642-652
    • Lourenço, P.J.1    Rots, J.2    Blaauwendraad, J.3
  • 46
    • 13844271968 scopus 로고    scopus 로고
    • Mesoscopic modeling of failure in brick masonry accounting for three-dimensional effects
    • doi: 10.1016/j.engfracmech.2004.09.007
    • Massart TJ, Peerlings RHJ, Geers MGD, Gottcheiner S (2005) Mesoscopic modeling of failure in brick masonry accounting for three-dimensional effects. Eng Fract Mech 72: 1238-1253 doi: 10.1016/ j.engfracmech.2004.09.007
    • (2005) Eng Fract Mech , vol.72 , pp. 1238-1253
    • Massart, T.J.1    Peerlings, R.H.J.2    Geers, M.G.D.3    Gottcheiner, S.4
  • 47
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls, Part I: Failure surfaces
    • doi: 10.1016/j.compstruc.2005.09.005
    • Milani G, Lourenço PB, Tralli A (2006) Homogenised limit analysis of masonry walls, Part I: Failure surfaces. Comput Struc 84: 166-180 doi: 10.1016/j.compstruc.2005.09.005
    • (2006) Comput Struc , vol.84 , pp. 166-180
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 48
    • 0031275980 scopus 로고    scopus 로고
    • Strength of masonry subjected to combined actions
    • Mojsilovic N, Marti P (1997) Strength of masonry subjected to combined actions. ACI Struct J 94(6): 633-642
    • (1997) ACI Struct J , vol.94 , Issue.6 , pp. 633-642
    • Mojsilovic, N.1    Marti, P.2
  • 49
    • 50349083532 scopus 로고    scopus 로고
    • Shear and horizontal tension behavior of masonry model development and verification
    • Molnar M (2002) Shear and horizontal tension behavior of masonry model development and verification. Mason Int 15(2): 53-58
    • (2002) Mason Int , vol.15 , Issue.2 , pp. 53-58
    • Molnar, M.1
  • 50
    • 0026219837 scopus 로고
    • Model for cyclic compressive behavior of brick masonry
    • Naraine K, Sinha N (1991) Model for cyclic compressive behavior of brick masonry.. ACI Struct J 88(5): 603-609
    • (1991) ACI Struct J , vol.88 , Issue.5 , pp. 603-609
    • Naraine, K.1    Sinha, N.2
  • 51
    • 0026882560 scopus 로고
    • Stress-strain for brick masonry in biaxial compression
    • doi: 10.1061/(ASCE)0733-9445(1992)118:6(1451)
    • Naraine K, Sinha S (1992) Stress-strain for brick masonry in biaxial compression. J Struct Eng 118(6): 1451-1461 doi: 10.1061/ (ASCE)0733-9445(1992)118:6(1451)
    • (1992) J Struct Eng , vol.118 , Issue.6 , pp. 1451-1461
    • Naraine, K.1    Sinha, S.2
  • 52
    • 0018005311 scopus 로고
    • Finite element model for masonry
    • Page AW (1978) Finite element model for masonry. J Struct Div 104(8): 1267-1285
    • (1978) J Struct Div , vol.104 , Issue.8 , pp. 1267-1285
    • Page, A.W.1
  • 53
    • 0019614143 scopus 로고
    • The biaxial compressive strength of brick masonry
    • Page AW (1981) The biaxial compressive strength of brick masonry. Proc Inst Civ Eng 71(2): 893-906
    • (1981) Proc Inst Civ Eng , vol.71 , Issue.2 , pp. 893-906
    • Page, A.W.1
  • 54
    • 0002893727 scopus 로고
    • The strength of brick masonry under biaxial tension-compression
    • Page AW (1983) The strength of brick masonry under biaxial tension-compression. Int J Mason Constr 3: 26-31
    • (1983) Int J Mason Constr , vol.3 , pp. 26-31
    • Page, A.W.1
  • 55
    • 0030259406 scopus 로고    scopus 로고
    • A unilateral damage model for masonry based on homogenization procedure
    • doi:10.1002/ (SICI)1099-1484(199610)1:4<349::AID-CFM18>3.0.CO;2-M(1983)
    • Papa E (1996) A unilateral damage model for masonry based on homogenization procedure. Mech Cohesive-Frictional Mater 1:349-366. doi:10.1002/ (SICI)1099-1484(199610)1:4<349::AID-CFM18>3.0.CO;2-M(1983)
    • (1996) Mech Cohesive-Frictional Mater , vol.1 , pp. 349-366
    • Papa, E.1
  • 56
    • 0031167629 scopus 로고    scopus 로고
    • Numerical modeling of masonry: A material model accounting for damage defects and plastic strains
    • doi: 10.1016/S0307-904X(97)00011-5
    • Papa E, Nappi A (1997) Numerical modeling of masonry: A material model accounting for damage defects and plastic strains. Appl Math Model 21: 319-335 doi: 10.1016/S0307-904X(97)00011-5
    • (1997) Appl Math Model , vol.21 , pp. 319-335
    • Papa, E.1    Nappi, A.2
  • 58
    • 0038683377 scopus 로고    scopus 로고
    • Description of inelastic behavior of structural masonry
    • doi: 10.1016/S0020-7683(03)00174-4
    • Pietruszczak S, Ushaksaraei R (2003) Description of inelastic behavior of structural masonry. Int J Solids Struct 40: 4003-4019 doi: 10.1016/ S0020-7683(03)00174-4
    • (2003) Int J Solids Struct , vol.40 , pp. 4003-4019
    • Pietruszczak, S.1    Ushaksaraei, R.2
  • 59
    • 0002456702 scopus 로고
    • Rupture modulus and fracture properties of concrete
    • In: Wittmann FH(eds) Aedificatio Publishers, Freiburg
    • Planas J, Guinea GV, Elices M (1995) Rupture modulus and fracture properties of concrete. In: Wittmann FH(eds) Fracture mechanics of concrete structures. Aedificatio Publishers, Freiburg, pp 95-110
    • (1995) Fracture Mechanics of Concrete Structures , pp. 95-110
    • Planas, J.1    Guinea, G.V.2    Elices, M.3
  • 60
    • 0028480103 scopus 로고
    • Empirical Mohr-Coulomb failure criterion for concrete block-mortar joints
    • doi: 10.1061/(ASCE)0733-9445(1994)120:8(2408)
    • Rahman MA, Anand SC (1994) Empirical Mohr-Coulomb failure criterion for concrete block-mortar joints. J Struct Eng 120: 2408-2422 doi: 10.1061/ (ASCE)0733-9445(1994)120:8(2408)
    • (1994) J Struct Eng , vol.120 , pp. 2408-2422
    • Rahman, M.A.1    Anand, S.C.2
  • 61
    • 50349099260 scopus 로고    scopus 로고
    • Fracture of the brickwork masonry under tensile/shear loading
    • Ph.D. Thesis (in Spanish), Ciudad Real, Spain
    • Reyes E (2004) Fracture of the brickwork masonry under tensile/shear loading. Ph.D. Thesis (in Spanish), Ciudad Real, Spain
    • (2004)
    • Reyes, E.1
  • 63
    • 0028762871 scopus 로고
    • Finite element prediction of masonry compressive strength
    • doi: 10.1016/0045-7949(94)90261-5
    • Riddington JR, Naom NF (1994) Finite element prediction of masonry compressive strength. Comput Struc 52(1): 113-119 doi: 10.1016/ 0045-7949(94)90261-5
    • (1994) Comput Struc , vol.52 , Issue.1 , pp. 113-119
    • Riddington, J.R.1    Naom, N.F.2
  • 64
    • 0001409372 scopus 로고
    • Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams
    • RILEM50-FMC Committee Fracture Mechanics of Concrete
    • RILEM50-FMC Committee Fracture Mechanics of Concrete (1986) Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams. Mater Construct 18:285-290
    • (1986) Mater Construct , vol.18 , pp. 285-290
  • 65
    • 0026367868 scopus 로고
    • Numerical simulation of cracking in structural masonry
    • Rots JG (1991) Numerical simulation of cracking in structural masonry. HERON 36: 49-63
    • (1991) HERON , vol.36 , pp. 49-63
    • Rots, J.G.1
  • 66
    • 0035946926 scopus 로고    scopus 로고
    • A finite element with micro-scale effects for the linear analysis of masonry brickwork
    • doi: 10.1016/S0045-7825(01)00165-7
    • Salerno G, Bilotta A, Porco F (2001) A finite element with micro-scale effects for the linear analysis of masonry brickwork. Comput Methods Appl Mech Eng 190: 4365-4378 doi: 10.1016/S0045-7825(01)00165-7
    • (2001) Comput Methods Appl Mech Eng , vol.190 , pp. 4365-4378
    • Salerno, G.1    Bilotta, A.2    Porco, F.3
  • 67
    • 50349094677 scopus 로고    scopus 로고
    • Structural reliability of masonry walls in flexure
    • Steward MG, Lawrence S (2002) Structural reliability of masonry walls in flexure. Masonry Int 15(2): 48-52
    • (2002) Masonry Int , vol.15 , Issue.2 , pp. 48-52
    • Steward, M.G.1    Lawrence, S.2
  • 68
    • 33646429485 scopus 로고    scopus 로고
    • Towards a multiscale analysis of periodic masonry brickwork: A FEM algorithm with damage and friction
    • doi: 10.1016/j.ijsolstr.2005.10.004
    • Uva G, Salerno G (2006) Towards a multiscale analysis of periodic masonry brickwork: A FEM algorithm with damage and friction. Int J Solids Struct 43: 3739-3769 doi: 10.1016/j.ijsolstr.2005.10.004
    • (2006) Int J Solids Struct , vol.43 , pp. 3739-3769
    • Uva, G.1    Salerno, G.2
  • 69
    • 3943049299 scopus 로고    scopus 로고
    • Non linear behavior of masonry under tension
    • van der Pluijm R (1997) Non linear behavior of masonry under tension. HERON 42(1): 25-53
    • (1997) HERON , vol.42 , Issue.1 , pp. 25-53
    • van der Pluijm, R.1
  • 70
    • 0005882815 scopus 로고    scopus 로고
    • Out of plane bending of masonry behaviour and strength
    • Ph.D. Thesis, Delft, The Netherlands
    • van der Pluijm R (1999) Out of plane bending of masonry behaviour and strength. Ph.D. Thesis, Delft, The Netherlands
    • (1999)
    • van der Pluijm, R.1
  • 72
    • 0037172818 scopus 로고    scopus 로고
    • A micro-mechanical model for the homogenization of masonry
    • doi: 10.1016/S0020-7683(02)00230-5
    • Zucchini A, Lorento PB (2002) A micro-mechanical model for the homogenization of masonry. Int J Solids Struct 39: 3233-3255 doi: 10.1016/S0020-7683(02)00230-5
    • (2002) Int J Solids Struct , vol.39 , pp. 3233-3255
    • Zucchini, A.1    Lorento, P.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.