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Volumn 76, Issue 14, 2009, Pages 2163-2173

Cohesive crack analysis of size effect

Author keywords

Cohesive crack law; Concrete; Fracture energy; Quasi brittle fracture; Size effect

Indexed keywords

COHESIVE CRACK LAW; COHESIVE CRACKS; EFFECTIVE FRACTURE; MATERIAL PROPERTY; NUMERICAL SIMULATION; QUASI-BRITTLE FRACTURE; SIZE EFFECT; SIZE EFFECT LAW; SIZE EFFECTS; TEST CONFIGURATIONS;

EID: 69249221281     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfracmech.2009.06.008     Document Type: Article
Times cited : (99)

References (37)
  • 3
    • 0004725612 scopus 로고
    • Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
    • Hillerborg A., Mooder M., and Petersson P.E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem Concrete Res. 6 (1976) 773-782
    • (1976) Cem Concrete Res. , vol.6 , pp. 773-782
    • Hillerborg, A.1    Mooder, M.2    Petersson, P.E.3
  • 4
    • 0030656068 scopus 로고    scopus 로고
    • Generalized size effect equation for quasibrittle materials
    • Planas J., Guinea G.V., and Elices M. Generalized size effect equation for quasibrittle materials. Fatigue Fract Engng Mater Struct 20 5 (1997) 671-687
    • (1997) Fatigue Fract Engng Mater Struct , vol.20 , Issue.5 , pp. 671-687
    • Planas, J.1    Guinea, G.V.2    Elices, M.3
  • 5
    • 49949092687 scopus 로고    scopus 로고
    • Identification of concrete fracture parameters through size effect experiments
    • Cedolin L., and Cusatis G. Identification of concrete fracture parameters through size effect experiments. Cem Concr Comp 30 9 (2008) 788-797
    • (2008) Cem Concr Comp , vol.30 , Issue.9 , pp. 788-797
    • Cedolin, L.1    Cusatis, G.2
  • 6
    • 0025451526 scopus 로고
    • Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete
    • Bažant Z.P., and Kazemi M.T. Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete. Int J Fract 44 2 (1990) 111-131
    • (1990) Int J Fract , vol.44 , Issue.2 , pp. 111-131
    • Bažant, Z.P.1    Kazemi, M.T.2
  • 7
    • 0021410063 scopus 로고
    • Size effect in blunt fracture: concrete, rock, metal
    • Bažant Z.P. Size effect in blunt fracture: concrete, rock, metal. ASCE J Engng Mech 110 (1984) 518-535
    • (1984) ASCE J Engng Mech , vol.110 , pp. 518-535
    • Bažant, Z.P.1
  • 9
    • 0001560731 scopus 로고
    • Asymptotic analysis of a cohesive crack 1. Theoretical background
    • Planas J., and Elices M. Asymptotic analysis of a cohesive crack 1. Theoretical background. Int J Fract 55 (1992) 153-177
    • (1992) Int J Fract , vol.55 , pp. 153-177
    • Planas, J.1    Elices, M.2
  • 10
    • 0027764677 scopus 로고
    • Asymptotic analysis of a cohesive crack 2. Influence of the softening curve
    • Planas J., and Elices M. Asymptotic analysis of a cohesive crack 2. Influence of the softening curve. Int J Fract 64 (1993) 221-237
    • (1993) Int J Fract , vol.64 , pp. 221-237
    • Planas, J.1    Elices, M.2
  • 11
    • 17744403231 scopus 로고    scopus 로고
    • Choice of standard fracture test for concrete and its statistical evaluation
    • Bažant Z.P., Yu Q., and Zi G. Choice of standard fracture test for concrete and its statistical evaluation. Int J Fract 118 (2002) 303-337
    • (2002) Int J Fract , vol.118 , pp. 303-337
    • Bažant, Z.P.1    Yu, Q.2    Zi, G.3
  • 14
    • 0022043061 scopus 로고
    • An isoparametric joint/interface element for finite element analysis
    • Bfer G. An isoparametric joint/interface element for finite element analysis. Int J Numer Method Eng 21 4 (1985) 585-600
    • (1985) Int J Numer Method Eng , vol.21 , Issue.4 , pp. 585-600
    • Bfer, G.1
  • 17
    • 0032314307 scopus 로고    scopus 로고
    • Stress intensity factor, compliance, and CMOD for a general three-point-bend beam
    • Guinea G.V., Pastor J.Y., Planas J., and Elices M. Stress intensity factor, compliance, and CMOD for a general three-point-bend beam. Int J Fract 89 (1998) 103-116
    • (1998) Int J Fract , vol.89 , pp. 103-116
    • Guinea, G.V.1    Pastor, J.Y.2    Planas, J.3    Elices, M.4
  • 18
    • 0023313851 scopus 로고
    • Influence of age of loading, water-cement ratio and rate of loading on fracture energy of concrete
    • Wittmann F.H., Roelfstra P.E., Mihashi H., Huang Y.Y., Zhang X.H., Nomura N., et al. Influence of age of loading, water-cement ratio and rate of loading on fracture energy of concrete. Mater Struct 20 116 (1987) 103-110
    • (1987) Mater Struct , vol.20 , Issue.116 , pp. 103-110
    • Wittmann, F.H.1    Roelfstra, P.E.2    Mihashi, H.3    Huang, Y.Y.4    Zhang, X.H.5    Nomura, N.6
  • 19
    • 0002757630 scopus 로고
    • Testing methods to determine tensile strain softening curve and fracture energy of concrete
    • Mihashi H., Takahashi H., and Wittmann F.H. (Eds), Balkema, Rotterdam
    • Rokugo K., Iwasa M., Suzuki T., and Koyanagi W. Testing methods to determine tensile strain softening curve and fracture energy of concrete. In: Mihashi H., Takahashi H., and Wittmann F.H. (Eds). Fracture toughness and fracture energy: test methods for concrete and rock (1989), Balkema, Rotterdam
    • (1989) Fracture toughness and fracture energy: test methods for concrete and rock
    • Rokugo, K.1    Iwasa, M.2    Suzuki, T.3    Koyanagi, W.4
  • 20
    • 33748712632 scopus 로고    scopus 로고
    • Two-scale analysis of concrete fracturing behavior
    • Cusatis G., and Cedolin L. Two-scale analysis of concrete fracturing behavior. Engng Fract Mech 74 (2007) 3-17
    • (2007) Engng Fract Mech , vol.74 , pp. 3-17
    • Cusatis, G.1    Cedolin, L.2
  • 21
    • 0033329770 scopus 로고    scopus 로고
    • Size effect and inverse analysis in concrete fracture
    • Planas J., Guinea G.V., and Elices M. Size effect and inverse analysis in concrete fracture. Int J Fract 95 (1999) 367-378
    • (1999) Int J Fract , vol.95 , pp. 367-378
    • Planas, J.1    Guinea, G.V.2    Elices, M.3
  • 22
    • 0036532008 scopus 로고    scopus 로고
    • Statistical prediction of fracture parameters of concrete and implications for choice of testing standard
    • Bažant Z.P., and Becq-Giraudon E. Statistical prediction of fracture parameters of concrete and implications for choice of testing standard. Cem Concrete Res 32 (2001) 529-556
    • (2001) Cem Concrete Res , vol.32 , pp. 529-556
    • Bažant, Z.P.1    Becq-Giraudon, E.2
  • 23
    • 0002766661 scopus 로고
    • Shrinkage eigenstresses and structural size-effect
    • Bažant Z.P. (Ed), Elsevier, London
    • Planas J., and Elices M. Shrinkage eigenstresses and structural size-effect. In: Bažant Z.P. (Ed). Fracture mechanics of concrete structures (1992), Elsevier, London
    • (1992) Fracture mechanics of concrete structures
    • Planas, J.1    Elices, M.2
  • 24
    • 0023455815 scopus 로고
    • Determination of fracture energy from size effect and brittleness number
    • Bažant Z.P., and Pfeiffer P.A. Determination of fracture energy from size effect and brittleness number. ACI Mater J 84 6 (1987) 463-480
    • (1987) ACI Mater J , vol.84 , Issue.6 , pp. 463-480
    • Bažant, Z.P.1    Pfeiffer, P.A.2
  • 25
    • 0030085786 scopus 로고    scopus 로고
    • Fracture properties of lightweight concrete
    • Chang T.P., and Shieh M.M. Fracture properties of lightweight concrete. Cem Concr Res 26 2 (1996) 181-188
    • (1996) Cem Concr Res , vol.26 , Issue.2 , pp. 181-188
    • Chang, T.P.1    Shieh, M.M.2
  • 26
    • 0025511539 scopus 로고
    • Fracture properties and brittleness of high-strength concrete
    • Gettu R., Bažant Z.P., and Karr M. Fracture properties and brittleness of high-strength concrete. ACI Mater J 87 6 (1990) 608-618
    • (1990) ACI Mater J , vol.87 , Issue.6 , pp. 608-618
    • Gettu, R.1    Bažant, Z.P.2    Karr, M.3
  • 27
    • 0006380301 scopus 로고    scopus 로고
    • Effect of aging on the fracture characteristics and brittleness of a high-strength concrete
    • Gettu R., Garcia-Alvarez V.O., and Aguado A. Effect of aging on the fracture characteristics and brittleness of a high-strength concrete. Cem Concrete Res 28 3 (1998) 349-355
    • (1998) Cem Concrete Res , vol.28 , Issue.3 , pp. 349-355
    • Gettu, R.1    Garcia-Alvarez, V.O.2    Aguado, A.3
  • 28
    • 39549113659 scopus 로고    scopus 로고
    • Relationship between AE energy and fracture energy of plain concrete beams: Experimental study
    • Prasad B.K.R., and Sagar V. Relationship between AE energy and fracture energy of plain concrete beams: Experimental study. J Mater Civil Engng (ASCE) 20 3 (2008) 212-220
    • (2008) J Mater Civil Engng (ASCE) , vol.20 , Issue.3 , pp. 212-220
    • Prasad, B.K.R.1    Sagar, V.2
  • 29
  • 30
    • 33845339297 scopus 로고    scopus 로고
    • Large-scale testing on specific fracture energy determination of dam concrete
    • Ghaemmaghami A., and Ghaemian M. Large-scale testing on specific fracture energy determination of dam concrete. Int J Fract 141 1-2 (2006) 247-254
    • (2006) Int J Fract , vol.141 , Issue.1-2 , pp. 247-254
    • Ghaemmaghami, A.1    Ghaemian, M.2
  • 31
    • 32344448457 scopus 로고    scopus 로고
    • Fracture parameters for high-performance concrete
    • Einsfeld R.A., and Velasco M.S.L. Fracture parameters for high-performance concrete. Cem Concr Res 36 3 (2006) 576-583
    • (2006) Cem Concr Res , vol.36 , Issue.3 , pp. 576-583
    • Einsfeld, R.A.1    Velasco, M.S.L.2
  • 33
    • 0034275990 scopus 로고    scopus 로고
    • Experimental study on the effect of aggregate content on fracture behavior of concrete
    • Amparano F.E., Xi Y., and Roh Y.S. Experimental study on the effect of aggregate content on fracture behavior of concrete. Engng Fract Mech 67 1 (2000) 65-84
    • (2000) Engng Fract Mech , vol.67 , Issue.1 , pp. 65-84
    • Amparano, F.E.1    Xi, Y.2    Roh, Y.S.3
  • 34
    • 33645289953 scopus 로고    scopus 로고
    • Evaluation of ratio between splitting tensile strength and compressive strength for concrete up to 120 MPa and its application in strength criterion
    • Arioglu Z., Girgin Z.C., and Arioglu E. Evaluation of ratio between splitting tensile strength and compressive strength for concrete up to 120 MPa and its application in strength criterion. ACI Mater J 103 1 (2006) 18-24
    • (2006) ACI Mater J , vol.103 , Issue.1 , pp. 18-24
    • Arioglu, Z.1    Girgin, Z.C.2    Arioglu, E.3
  • 35
    • 0033906060 scopus 로고    scopus 로고
    • Assessment of the tensile strength through size eect curves
    • Guinea G.V., Elices M., and Planas J. Assessment of the tensile strength through size eect curves. Engng Fract Mech 65 (2000) 189-207
    • (2000) Engng Fract Mech , vol.65 , pp. 189-207
    • Guinea, G.V.1    Elices, M.2    Planas, J.3
  • 36
    • 0000128744 scopus 로고
    • Correlation between the softening and the size effect curves
    • Mihashi H., Okamura H., and Bažant Z.P. (Eds), E&FN Spon, London
    • Guinea G.V., Planas J., and Elices M. Correlation between the softening and the size effect curves. In: Mihashi H., Okamura H., and Bažant Z.P. (Eds). Size effect in concrete structures (1994), E&FN Spon, London
    • (1994) Size effect in concrete structures
    • Guinea, G.V.1    Planas, J.2    Elices, M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.