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Volumn 31, Issue 2, 2007, Pages 173-187

Three-dimensional simulation of concrete fracture using embedded crack elements without enforcing crack path continuity

Author keywords

Cohesive crack; Concrete cracking; Finite elements; Quasibrittle fracture; Strong discontinuity

Indexed keywords

BRITTLE FRACTURE; COMPUTER SIMULATION; CRACK INITIATION; CRACK PROPAGATION; FINITE ELEMENT METHOD;

EID: 33846976717     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.540     Document Type: Article
Times cited : (52)

References (26)
  • 1
    • 0004725612 scopus 로고
    • Analysis of crack formation and crack growth in concrete by means of fracture mechanics and fracture elements
    • Hillerborg A, Modéer M, Petersson PE. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and fracture elements. Cement and Concrete Research 1976; 6:773-782.
    • (1976) Cement and Concrete Research , vol.6 , pp. 773-782
    • Hillerborg, A.1    Modéer, M.2    Petersson, P.E.3
  • 2
    • 77649193465 scopus 로고
    • The mathematical theory of equilibrium of cracks in brittle fracture
    • Barenblatt G. The mathematical theory of equilibrium of cracks in brittle fracture. Advances in Applied Mechanics 1962; 7:100-108.
    • (1962) Advances in Applied Mechanics , vol.7 , pp. 100-108
    • Barenblatt, G.1
  • 9
    • 34250076312 scopus 로고
    • An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
    • Simo J, Oliver J, Armero F. An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids. Computational Mechanics 1993; 12:277-296.
    • (1993) Computational Mechanics , vol.12 , pp. 277-296
    • Simo, J.1    Oliver, J.2    Armero, F.3
  • 10
    • 0030294819 scopus 로고    scopus 로고
    • Modelling strong discontinuities in solid mechanics via strain softening constitutive equations. Part 1: Fundamentals. Part 2: Numerical simulations
    • Oliver J. Modelling strong discontinuities in solid mechanics via strain softening constitutive equations. Part 1: fundamentals. Part 2: numerical simulations. International Journal for Numerical Methods in Engineering 1996; 39: 3575-3623.
    • (1996) International Journal for Numerical Methods in Engineering , vol.39 , pp. 3575-3623
    • Oliver, J.1
  • 13
    • 33846944860 scopus 로고    scopus 로고
    • An embedded cohesive crack model for finite element analysis of concrete fracture
    • In Li V et al. (eds), Colorado, U.S.A., Ia-FraMCoS, [ISBN 0-87031-135-2]
    • Sancho JM, Planas J, Cendón DA. An embedded cohesive crack model for finite element analysis of concrete fracture. In Fracture Mechanics of Concrete Structures, Li V et al. (eds), Colorado, U.S.A., Ia-FraMCoS, 2004; 107-114. [ISBN 0-87031-135-2.]
    • (2004) Fracture Mechanics of Concrete Structures , pp. 107-114
    • Sancho, J.M.1    Planas, J.2    Cendón, D.A.3
  • 15
    • 0034509464 scopus 로고    scopus 로고
    • A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation
    • Borja RI. A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation. Computer Methods in Applied Mechanics and Engineering 2000; 190:1529-1549.
    • (2000) Computer Methods in Applied Mechanics and Engineering , vol.190 , pp. 1529-1549
    • Borja, R.I.1
  • 16
    • 0037128712 scopus 로고    scopus 로고
    • On the use of embedded discontinuity elements with path continuity for mode-I and mixed-mode fracture
    • Alfaiate J, Wells GN, Sluys LJ. On the use of embedded discontinuity elements with path continuity for mode-I and mixed-mode fracture. Engineering Fracture Mechanics 2002; 69(6):661-686.
    • (2002) Engineering Fracture Mechanics , vol.69 , Issue.6 , pp. 661-686
    • Alfaiate, J.1    Wells, G.N.2    Sluys, L.J.3
  • 19
    • 0009822764 scopus 로고    scopus 로고
    • Discontinuous modeling of strain localization and failure
    • Ph.D. Thesis, Delft University of Technology
    • Wells GN. Discontinuous modeling of strain localization and failure. Ph.D. Thesis, Delft University of Technology, 2001.
    • (2001)
    • Wells, G.N.1
  • 22
    • 33846953024 scopus 로고    scopus 로고
    • Stress locking in the inner softening band method: A study of the origin and how to reduce the effects
    • In De Borst R, Bicanic N, Mang H, Meschke G (eds). Balkema: Rotterdam
    • Tano R, Klisinski M, Olofsson T. Stress locking in the inner softening band method: a study of the origin and how to reduce the effects. In Computational Modelling of Concrete Structures, De Borst R, Bicanic N, Mang H, Meschke G (eds). Balkema: Rotterdam.
    • Computational Modelling of Concrete Structures
    • Tano, R.1    Klisinski, M.2    Olofsson, T.3
  • 23
    • 0041629180 scopus 로고    scopus 로고
    • 3D modelling of strong discontinuities in elastoplastic solids: Fixed and rotating localization formulations
    • Mosler J, Meschke G. 3D modelling of strong discontinuities in elastoplastic solids: fixed and rotating localization formulations. International Journal for Numerical Methods in Engineering 2003; 57(11):1553-1576.
    • (2003) International Journal for Numerical Methods in Engineering , vol.57 , Issue.11 , pp. 1553-1576
    • Mosler, J.1    Meschke, G.2
  • 24
    • 33846949197 scopus 로고    scopus 로고
    • FEAP - A finite element analysis program
    • University of Berkeley, California
    • Taylor RL. FEAP - a finite element analysis program. Programmer Manual. University of Berkeley, California, 2001.
    • (2001) Programmer Manual
    • Taylor, R.L.1
  • 25
    • 33846974921 scopus 로고    scopus 로고
    • Gmsh A pre- and post-processing program
    • Geuzaine C, Remacle J-F. Gmsh A pre- and post-processing program. http://www.geuz.org/gmsh
    • Geuzaine, C.1    Remacle, J.-F.2
  • 26
    • 33846962002 scopus 로고    scopus 로고
    • 2D and 3D experimental investigation of the crack development in plain concrete specimens
    • Feist C. 2D and 3D experimental investigation of the crack development in plain concrete specimens NW-Ialad Integrity Assessment of Large Dams, 2003; http://nw-ialad.uibk.ac.at
    • (2003) NW-Ialad Integrity Assessment of Large Dams
    • Feist, C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.