메뉴 건너뛰기




Volumn 69, Issue 2, 2001, Pages 165-205

Concrete fracture models: Testing and practice

Author keywords

Concrete; Design practice; Fracture; Fracture characteristics; Fracture process zone; Quasibrittle materials; Rock; Scaling; Size effect; Testing methods

Indexed keywords

CONCRETE PRODUCTS; CRACKS; ELASTICITY; FRACTURE TESTING; LOADS (FORCES); MATHEMATICAL MODELS; SAFETY FACTOR; STATISTICAL METHODS;

EID: 0035930828     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7944(01)00084-4     Document Type: Article
Times cited : (455)

References (114)
  • 1
    • 0003311028 scopus 로고
    • Fracture mechanics of concrete: Concepts, models and determination of material properties
    • ACI report by Committee 446, Fracture mechanics (Bažant ZP, Chairman), Bažant ZP, editor. London: Elsevier; Special Publication, ACI 446, IR-91, American Concrete Institute, Detroit, 1991
    • (1992) Fracture Mechanics of Concrete Structures , pp. 1-140
  • 2
    • 0000108730 scopus 로고
    • The formation of equilibrium cracks during brittle fracture. General ideas and hypothesis, axially symmetric cracks
    • (1959) Prikl Mat Mekh , vol.23 , Issue.3 , pp. 434-444
    • Barenblatt, G.I.1
  • 14
    • 0007684585 scopus 로고
    • Discussion of "fracture mechanics and size effect of concrete in tension
    • ASCE
    • (1994) J Struct Engng , vol.120 , Issue.8 , pp. 2555-2558
    • Bažant, Z.P.1
  • 16
    • 0030318792 scopus 로고    scopus 로고
    • Analysis of work-of-fracture method for measuring fracture energy of concrete
    • ASCE
    • (1996) J Engng Mech , vol.122 , Issue.2 , pp. 138-144
    • Bažant, Z.P.1
  • 17
    • 0030984399 scopus 로고    scopus 로고
    • Scaling of quasibrittle fracture: Asymptotic analysis
    • (1997) Int J Fract , vol.83 , Issue.1 , pp. 19-40
    • Bažant, Z.P.1
  • 18
    • 0030923558 scopus 로고    scopus 로고
    • Scaling of quasibrittle fracture: Hypotheses of invasive and lacunar fractality, their critique and Weibull connection
    • (1997) Int J Fract , vol.83 , Issue.1 , pp. 41-65
    • Bažant, Z.P.1
  • 20
  • 30
    • 0025451526 scopus 로고
    • Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete
    • (1990) Int J Fract , vol.44 , pp. 111-131
    • Bažant, Z.P.1    Kazemi, M.T.2
  • 34
    • 0030318741 scopus 로고    scopus 로고
    • Zero-brittleness size-effect method for one-size fracture test of concrete
    • ASCE
    • (1996) J Engng Mech , vol.122 , Issue.5 , pp. 458-468
    • Bažant, Z.P.1    Li, Z.2
  • 35
    • 0342657813 scopus 로고    scopus 로고
    • Probabilistic nonlocal theory for quasibrittle fracture initiation and size effect. I. Theory. II. Application
    • ASCE 175-85
    • (2001) J Engng Mech , vol.126 , Issue.2 , pp. 166-174
    • Bažant, Z.P.1    Novák, D.2
  • 46
    • 0028468278 scopus 로고
    • Fractal nature of material microstructure and size effects on apparent mechanical properties
    • (1994) Mech Mater , vol.18 , pp. 89-101
    • Carpinteri, A.1
  • 48
    • 0029346176 scopus 로고
    • Size effects on nominal tensile strength of concrete structures: Multifractality of material ligaments and dimensional transition from order to disorder
    • (1995) Mater Struct , vol.28 , Issue.7 , pp. 311-317
    • Carpinteri, A.1    Chiaia, B.2    Ferro, G.3
  • 49
    • 0028669676 scopus 로고
    • Size effect on tensile fracture properties: A unified explanation based on disorder and fractality of concrete microstructure
    • (1994) Mater Struct , vol.27 , pp. 563-571
    • Carpinteri, A.1    Ferro, G.2
  • 61
    • 0028399561 scopus 로고
    • A general bilinear fit for the softening curve of concrete
    • also summaries in Proceedings, IUTAM Symposium, Brisbane, 1993 and Torino, 1994
    • (1994) Mater Struct , vol.27 , pp. 99-105
    • Guinea, G.V.1    Planas, J.2    Elices, M.3
  • 68
  • 71
    • 0001278167 scopus 로고
    • Crack propagation and the fracture concrete
    • (1961) ACI J , vol.58 , Issue.11
    • Kaplan, M.F.1
  • 75
    • 0007646561 scopus 로고
    • On the steady propagation of a crack in a viscoelastic plastic solid
    • ASME
    • (1974) J Appl Mech , vol.41 , Issue.1 , pp. 234-248
    • Knauss, W.C.1
  • 81
    • 84977255311 scopus 로고
    • Direct measurement of fracture energies of brittle heterogeneous material
    • (1965) J Am Ceram Soc , vol.48 , Issue.11
    • Nakayama, J.1
  • 85
    • 0003941527 scopus 로고
    • Crack growth and development of fracture zones in plain concrete and similar materials
    • Division of Building Materials, Lund Institute of Technology Lund. Sweden
    • (1981) Report TVBM-1006
    • Petersson, P.E.1
  • 87
    • 0007646194 scopus 로고
    • Conceptual and experimental problems in the determination of the fracture energy of concrete
    • Mihashi et al., editors (Proceedings, RILEM International Workshop, Tohoku University, Sendai, Japan, 1988). Rotterdam; Balkema; 203-12
    • (1989) Fracture Toughness and Fracture Energy , pp. 165-181
    • Planas, J.1    Elices, M.2
  • 95
    • 51249175037 scopus 로고
    • Determination of fracture energy of mortar and concrete by means of three-point bend tests of notched beams. RILEM TC 50-FMC
    • RILEM Recommendation
    • (1985) Mater Struct , vol.18 , Issue.106
  • 97
    • 0025519750 scopus 로고
    • Size effect method for determining fracture energy and process zone of concrete
    • RILEM Recommendation
    • (1990) Mater Struct , vol.23 , pp. 461-465
  • 101
    • 0016100828 scopus 로고
    • The structure in the vicinity of a crack tip: A general theory based on the cohesive crack model
    • (1974) Engng Fract Mech , vol.6 , pp. 213-222
    • Smith, E.1
  • 114
    • 0016034446 scopus 로고
    • Quasi-static extension of a tensile crack contained in viscoelastic plastic solid
    • ASME
    • (1974) J Appl Mech , vol.41 , Issue.1 , pp. 234-248
    • Wnuk, M.P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.