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Volumn 41, Issue 3, 2008, Pages 601-620

Meso-structural study of concrete fracture using interface elements. II: Compression, biaxial and Brazilian test

Author keywords

Concrete; Fracture mechanics; Interface elements; Mesostructural analysis

Indexed keywords

COMPACTION; FRACTURE; PARAMETER ESTIMATION; TWO DIMENSIONAL;

EID: 41049108801     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-007-9312-3     Document Type: Article
Times cited : (107)

References (31)
  • 1
    • 41049095805 scopus 로고    scopus 로고
    • Meso-structural study of concrete fracture using interface element. I: Numerical model and tensile behavior
    • doi: 10.1617/s11527-007-9314-1
    • López CM, Carol I, Aguado A (2007) Meso-structural study of concrete fracture using interface element. I: numerical model and tensile behavior. Mater Struct. doi: 10.1617/s11527-007-9314-1
    • (2007) Mater Struct
    • López, C.M.1    Carol, I.2    Aguado, A.3
  • 2
    • 0004153014 scopus 로고    scopus 로고
    • Microstructural analysis of concrete fracture using interface elements
    • Doctoral Thesis, Universitat Politecnica de Catalunya, ETSECCCP-UPC, E-08034 Barcelona, Spain
    • López CM (1999) Microstructural analysis of concrete fracture using interface elements. Application to various concretes (in Spanish). Doctoral Thesis, Universitat Politecnica de Catalunya, ETSECCCP-UPC, E-08034 Barcelona, Spain
    • (1999) Application to Various Concretes (in Spanish)
    • López, C.M.1
  • 3
    • 0035840306 scopus 로고    scopus 로고
    • Micromechanical analysis of quasi-brittle materials using fracture-based interface elements
    • Carol I, López CM, Roa O (2001) Micromechanical analysis of quasi-brittle materials using fracture-based interface elements. Int J Numer Methods Eng 52:193-215
    • (2001) Int J Numer Methods Eng , vol.52 , pp. 193-215
    • Carol, I.1    López, C.M.2    Roa, O.3
  • 4
    • 0024475880 scopus 로고
    • An interface element formulation for the analysis of soil-reinforcement interaction
    • Gens A, Carol I, Alonso E (1988) An interface element formulation for the analysis of soil-reinforcement interaction. Comput Geotechn 7:133-151
    • (1988) Comput Geotechn , vol.7 , pp. 133-151
    • Gens, A.1    Carol, I.2    Alonso, E.3
  • 6
    • 0030692647 scopus 로고    scopus 로고
    • A normal/shear cracking model. Application to discrete crack analysis
    • 8
    • Carol I, Prat PC, López CM (1997) A normal/shear cracking model. Application to discrete crack analysis. J Eng Mech 123(8):765-773
    • (1997) J Eng Mech , vol.123 , pp. 765-773
    • Carol, I.1    Prat, P.C.2    López, C.M.3
  • 9
    • 33748777445 scopus 로고    scopus 로고
    • 3D meso-structural analysis of concrete specimens under uniaxial tension
    • 52
    • Caballero A, López CM, Carol I (2006) 3D meso-structural analysis of concrete specimens under uniaxial tension. Comput Methods Appl Mech Eng 195(52):7182-7195
    • (2006) Comput Methods Appl Mech Eng , vol.195 , pp. 7182-7195
    • Caballero, A.1    López, C.M.2    Carol, I.3
  • 10
    • 33751116538 scopus 로고    scopus 로고
    • A meso-level approach to the 3D numerical analysis of cracking and fracture of concrete materials
    • Caballero A, Carol I, López CM (2006) A meso-level approach to the 3D numerical analysis of cracking and fracture of concrete materials. Fatigue Fract Eng Mater Struct 29:979-991
    • (2006) Fatigue Fract Eng Mater Struct , vol.29 , pp. 979-991
    • Caballero, A.1    Carol, I.2    López, C.M.3
  • 14
    • 0003642611 scopus 로고
    • Ph.D. thesis, Technische Universiteit Eindhoven, Postbus 513, 5600 MB Eindhoven, The Netherlands
    • Vonk R (1992) Softening of concrete loaded in compression. Ph.D. thesis, Technische Universiteit Eindhoven, Postbus 513, 5600 MB Eindhoven, The Netherlands
    • (1992) Softening of Concrete Loaded in Compression
    • Vonk, R.1
  • 15
    • 0025511539 scopus 로고
    • Fracture properties and brittleness of high-strength concrete
    • 6
    • Gettu R, Bazant ZP, Karr ME (1990) Fracture properties and brittleness of high-strength concrete. ACI Mater J 87(6):608-618
    • (1990) ACI Mater J , vol.87 , pp. 608-618
    • Gettu, R.1    Bazant, Z.P.2    Karr, M.E.3
  • 18
    • 0026943918 scopus 로고
    • Fracture mechanics and size effect of concrete in tension
    • Tang T, Shah SP, Ouyang C (1992) Fracture mechanics and size effect of concrete in tension. J Struct Eng, ASCE 118:3169-3185
    • (1992) J Struct Eng, ASCE , vol.118 , pp. 3169-3185
    • Tang, T.1    Shah, S.P.2    Ouyang, C.3
  • 19
  • 22
    • 0029306877 scopus 로고
    • Evaluation of damage in Brazilian test using holographic interferometry
    • 3
    • Castro-Montero A, Jia Z, Shah S (1995) Evaluation of damage in Brazilian test using holographic interferometry. ACI Mater J 92(3):268-275
    • (1995) ACI Mater J , vol.92 , pp. 268-275
    • Castro-Montero, A.1    Jia, Z.2    Shah, S.3
  • 24
    • 0023440225 scopus 로고
    • Fracture behavior of notched concrete cylinder
    • 10
    • Ojdrovic RP, Petroski HJ (1987) Fracture behavior of notched concrete cylinder. J of Eng Mech ASCE 113(10):1551-1564
    • (1987) J of Eng Mech ASCE , vol.113 , pp. 1551-1564
    • Ojdrovic, R.P.1    Petroski, H.J.2
  • 25
    • 0015570840 scopus 로고
    • Effect of aggregate interlock size on the use of the cylinder splítting test as a measure of tensile strength
    • Hannant D, Buckey K, Croft J (1973) Effect of aggregate interlock size on the use of the cylinder splítting test as a measure of tensile strength. Mater Struct, RILEM 6:15-21
    • (1973) Mater Struct, RILEM , vol.6 , pp. 15-21
    • Hannant, D.1    Buckey, K.2    Croft, J.3
  • 26
    • 0014553514 scopus 로고
    • Behavior of concrete under biaxial stresses
    • Kupfer H, Hilsdorf HK, Rusch H (1969) Behavior of concrete under biaxial stresses. ACI J 66:656-666
    • (1969) ACI J , vol.66 , pp. 656-666
    • Kupfer, H.1    Hilsdorf, H.K.2    Rusch, H.3
  • 27
    • 34548163187 scopus 로고    scopus 로고
    • 3D mesomechanical analysis of concrete specimens under biaxial loading
    • Caballero A, Carol I, López CM (2007) 3D mesomechanical analysis of concrete specimens under biaxial loading. Fatigue Fract Eng Mater Struct 30:877-886
    • (2007) Fatigue Fract Eng Mater Struct , vol.30 , pp. 877-886
    • Caballero, A.1    Carol, I.2    López, C.M.3
  • 28
    • 0022011446 scopus 로고
    • General failure criterion for isotropic media
    • Podgorski J (1985) General failure criterion for isotropic media. J Eng Mech, ASCE, 111:188
    • (1985) J Eng Mech, ASCE , vol.111 , pp. 188
    • Podgorski, J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.