메뉴 건너뛰기




Volumn 75, Issue 18, 2008, Pages 5042-5056

Sequentially linear analysis of fracture under non-proportional loading

Author keywords

Brittle fracture; Damage; Finite element analysis; Sequentially linear analysis

Indexed keywords

BINARY CODES; BOOLEAN FUNCTIONS; BRITTLE FRACTURE; MASONRY MATERIALS;

EID: 55049087467     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfracmech.2008.07.003     Document Type: Article
Times cited : (76)

References (22)
  • 1
    • 0001432695 scopus 로고
    • Fracture of disordered, elastic lattices in two dimensions
    • Herrmann H.J., Hansen A., and Roux S. Fracture of disordered, elastic lattices in two dimensions. Phys Rev B 39 1 (1989) 637-648
    • (1989) Phys Rev B , vol.39 , Issue.1 , pp. 637-648
    • Herrmann, H.J.1    Hansen, A.2    Roux, S.3
  • 2
    • 55049108646 scopus 로고    scopus 로고
    • Schlangen E. Experimental and numerical analysis of fracture processes in concrete. Ph.D. Dissertation. Delft University of Technology; 1993.
    • Schlangen E. Experimental and numerical analysis of fracture processes in concrete. Ph.D. Dissertation. Delft University of Technology; 1993.
  • 3
    • 0012568544 scopus 로고    scopus 로고
    • Sequentially linear continuum model for concrete fracture
    • de Borst R., Mazars J., Pijaudier-Cabot G., van Mier J.G.M., and Balkema A.A. (Eds), Lisse, The Netherlands
    • Rots J.G. Sequentially linear continuum model for concrete fracture. In: de Borst R., Mazars J., Pijaudier-Cabot G., van Mier J.G.M., and Balkema A.A. (Eds). Fracture mechanics of concrete structures (2001), Lisse, The Netherlands 831-839
    • (2001) Fracture mechanics of concrete structures , pp. 831-839
    • Rots, J.G.1
  • 4
    • 55049141219 scopus 로고    scopus 로고
    • Nooru-Mohamed MB. Mixed mode fracture of concrete: an experimental approach. Ph.D. Dissertation. Delft University of Technology; 1992.
    • Nooru-Mohamed MB. Mixed mode fracture of concrete: an experimental approach. Ph.D. Dissertation. Delft University of Technology; 1992.
  • 5
    • 0027671630 scopus 로고
    • Experimental and numerical study on the behavior of concrete subjected to biaxial tension and shear
    • Nooru-Mohamed M.B., Schlangen E., and van Mier J.G.M. Experimental and numerical study on the behavior of concrete subjected to biaxial tension and shear. Adv Cement Based Mater 1 (1993) 22-37
    • (1993) Adv Cement Based Mater , vol.1 , pp. 22-37
    • Nooru-Mohamed, M.B.1    Schlangen, E.2    van Mier, J.G.M.3
  • 6
    • 0026116384 scopus 로고
    • Crack propagation and fracture of plain concrete beams subjected to shear and compression
    • Swartz S.E., and Taha N.M. Crack propagation and fracture of plain concrete beams subjected to shear and compression. ACI Struct J 88 2 (1991) 169-177
    • (1991) ACI Struct J , vol.88 , Issue.2 , pp. 169-177
    • Swartz, S.E.1    Taha, N.M.2
  • 7
    • 3242755768 scopus 로고    scopus 로고
    • Regularized sequentially linear saw-tooth softening model
    • Rots J.G., and Invernizzi S. Regularized sequentially linear saw-tooth softening model. Int J Numer Anal Meth Geomech 28 (2004) 821-856
    • (2004) Int J Numer Anal Meth Geomech , vol.28 , pp. 821-856
    • Rots, J.G.1    Invernizzi, S.2
  • 8
    • 55049138040 scopus 로고    scopus 로고
    • Rots JG, Belletti B, Boonpichetvong M, Invernizzi S. Event-by-event strategies for modeling of Amsterdam masonry structures. In: Lourenço PB et al., editors. Structural analysis of historical constructions, New Delhi, India; 2006.
    • Rots JG, Belletti B, Boonpichetvong M, Invernizzi S. Event-by-event strategies for modeling of Amsterdam masonry structures. In: Lourenço PB et al., editors. Structural analysis of historical constructions, New Delhi, India; 2006.
  • 9
    • 36349021319 scopus 로고    scopus 로고
    • Robust modeling of RC structures with an "event-by-event" strategy
    • Rots J.G., Belletti B., and Invernizzi S. Robust modeling of RC structures with an "event-by-event" strategy. Engng Fract Mech 75 (2008) 590-614
    • (2008) Engng Fract Mech , vol.75 , pp. 590-614
    • Rots, J.G.1    Belletti, B.2    Invernizzi, S.3
  • 10
    • 55049135026 scopus 로고    scopus 로고
    • Rots JG. Computational modeling of concrete fracture. Ph.D. Dissertation. Delft University of Technology; 1988.
    • Rots JG. Computational modeling of concrete fracture. Ph.D. Dissertation. Delft University of Technology; 1988.
  • 12
    • 0035930876 scopus 로고    scopus 로고
    • Fracture in quasi-brittle materials: a review of continuum damage-based approaches
    • de Borst R. Fracture in quasi-brittle materials: a review of continuum damage-based approaches. Engng Fract Mech 69 (2002) 95-112
    • (2002) Engng Fract Mech , vol.69 , pp. 95-112
    • de Borst, R.1
  • 13
    • 0021661763 scopus 로고    scopus 로고
    • Kolmar W, Mehlhorn G. Comparison of shear stiffness formulations for cracked reinforced concrete elements. In: Damjanic F et al., editors. Computer aided analysis and design of concrete structure, part 1, Split, Yugoslavia; 1984. p. 133-47.
    • Kolmar W, Mehlhorn G. Comparison of shear stiffness formulations for cracked reinforced concrete elements. In: Damjanic F et al., editors. Computer aided analysis and design of concrete structure, part 1, Split, Yugoslavia; 1984. p. 133-47.
  • 14
    • 0032215888 scopus 로고    scopus 로고
    • Fracture analyses using spring networks with random geometry
    • Bolander J.A., and Saito S. Fracture analyses using spring networks with random geometry. Engng Fract Mech 61 (1998) 569-591
    • (1998) Engng Fract Mech , vol.61 , pp. 569-591
    • Bolander, J.A.1    Saito, S.2
  • 15
    • 0034186885 scopus 로고    scopus 로고
    • Mixed mode fracture in plain and reinforced concrete: some results on benchmark tests
    • di Prisco M., Ferrara L., Meftah F., Pamin J., de Borst R., Mazars J., et al. Mixed mode fracture in plain and reinforced concrete: some results on benchmark tests. Int J Fract 103 (2000) 127-148
    • (2000) Int J Fract , vol.103 , pp. 127-148
    • di Prisco, M.1    Ferrara, L.2    Meftah, F.3    Pamin, J.4    de Borst, R.5    Mazars, J.6
  • 16
    • 18544398065 scopus 로고    scopus 로고
    • Adaptive resolution of localized damage in quasi-brittle materials
    • Patzák B., and Jirásek M. Adaptive resolution of localized damage in quasi-brittle materials. ASCE J Engng Mech 130 6 (2004) 720-732
    • (2004) ASCE J Engng Mech , vol.130 , Issue.6 , pp. 720-732
    • Patzák, B.1    Jirásek, M.2
  • 17
    • 0021786395 scopus 로고
    • Smeared crack approach and fracture localization in concrete
    • Rots J.G., Nauta P., Kusters G.M.A., and Blaauwendraad J. Smeared crack approach and fracture localization in concrete. HERON 30 1 (1984) 1-48
    • (1984) HERON , vol.30 , Issue.1 , pp. 1-48
    • Rots, J.G.1    Nauta, P.2    Kusters, G.M.A.3    Blaauwendraad, J.4
  • 18
    • 55049141837 scopus 로고    scopus 로고
    • Sluys LJ. Wave propagation, localisation and dispersion in softening solids. Ph.D. Dissertation. Delft University of Technology; 1992.
    • Sluys LJ. Wave propagation, localisation and dispersion in softening solids. Ph.D. Dissertation. Delft University of Technology; 1992.
  • 19
    • 55049140275 scopus 로고    scopus 로고
    • Boonpichetvong M, Rots JG. Settlement damage modelling of historical buildings. In: Bićanić et al., editors. EURO-C 2003, computer modeling of concrete structures, Austria; 2003.
    • Boonpichetvong M, Rots JG. Settlement damage modelling of historical buildings. In: Bićanić et al., editors. EURO-C 2003, computer modeling of concrete structures, Austria; 2003.
  • 20
    • 0024303125 scopus 로고
    • Building response to excavation induced settlement
    • Boscardin M.D., and Cording E.J. Building response to excavation induced settlement. ASCE J Geotech Engng 115 1 (1989) 1-21
    • (1989) ASCE J Geotech Engng , vol.115 , Issue.1 , pp. 1-21
    • Boscardin, M.D.1    Cording, E.J.2
  • 21
    • 0031126271 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls - part II: the continuum model and its application earthquake
    • Gambarotta G., and Lagomarsino S. Damage models for the seismic response of brick masonry shear walls - part II: the continuum model and its application earthquake. Engng Struct Dyn 26 (1997) 441-462
    • (1997) Engng Struct Dyn , vol.26 , pp. 441-462
    • Gambarotta, G.1    Lagomarsino, S.2
  • 22
    • 34548742826 scopus 로고    scopus 로고
    • Multilevel approach for brick masonry walls - part I: a numerical strategy for the nonlinear analysis
    • Brasile S., Casciaro R., and Formica G. Multilevel approach for brick masonry walls - part I: a numerical strategy for the nonlinear analysis. Comput Meth Appl Mech Engng 196 (2007) 4934-4951
    • (2007) Comput Meth Appl Mech Engng , vol.196 , pp. 4934-4951
    • Brasile, S.1    Casciaro, R.2    Formica, G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.