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Volumn 131, Issue 8, 2005, Pages 831-838

Fracture mechanics model for analysis of plain and reinforced high-performance concrete beams

Author keywords

Concrete beams; Fracture mechanics; Size effect; Softening

Indexed keywords

COMPRESSION TESTING; CONCRETE BEAMS AND GIRDERS; FAILURE (MECHANICAL); MATHEMATICAL MODELS; REINFORCED CONCRETE; STEEL STRUCTURES; STIFFNESS; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; TENSILE TESTING;

EID: 24344446090     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2005)131:8(831)     Document Type: Article
Times cited : (13)

References (15)
  • 1
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    • (1990) Int. J. Fract. , vol.45 , pp. 195-219
    • Ananthan, H.1    Raghu Prasad, B.K.2    Iyengar, K.T.S.3
  • 2
    • 0036532008 scopus 로고    scopus 로고
    • "Statistical prediction of fracture parameters of concrete and implications for choice of testing standard"
    • Bazant, Z. P, and Giraudon, E. B. (2002). "Statistical prediction of fracture parameters of concrete and implications for choice of testing standard." Cem. Concr. Res., 32(4), 529-556.
    • (2002) Cem. Concr. Res. , vol.32 , Issue.4 , pp. 529-556
    • Bazant, Z.P.1    Giraudon, E.B.2
  • 3
    • 0020750862 scopus 로고
    • "Crack band theory for fracture of concrete"
    • (Paris)
    • Bazant, Z. P., and Oh, B. H. (1983). "Crack band theory for fracture of concrete." Mater. Constr. (Paris), (16) 1, 155-177.
    • (1983) Mater. Constr. , vol.1 , Issue.16 , pp. 155-177
    • Bazant, Z.P.1    Oh, B.H.2
  • 4
    • 14944383836 scopus 로고    scopus 로고
    • "Fracture characteristics and behaviour of high performance concrete (plain and reinforced)"
    • PhD thesis, Indian Institute of Science, Bangalore, India
    • Bharatkumar, B. H. (2003). "Fracture characteristics and behaviour of high performance concrete (plain and reinforced)." PhD thesis, Indian Institute of Science, Bangalore, India.
    • (2003)
    • Bharatkumar, B.H.1
  • 6
    • 0002916083 scopus 로고
    • "Fracture mechanics evaluation of minimum reinforcement in concrete structures"
    • A. Carpinteri, ed., Elsevier, London
    • Bosco, C., and Carpinteri, A. (1992). "Fracture mechanics evaluation of minimum reinforcement in concrete structures," Applications of fracture mechanics to reinforced concrete, A. Carpinteri, ed., Elsevier, London.
    • (1992) Applications of Fracture Mechanics to Reinforced Concrete
    • Bosco, C.1    Carpinteri, A.2
  • 7
    • 14944380725 scopus 로고
    • Comité Euro-Intemational au Béton/Fédération Internationale de la Précontrainte (CEB/FIP). Comite Euro-International du Béton, Thomas Telsford, London
    • Comité Euro-Intemational au Béton/Fédération Internationale de la Précontrainte (CEB/FIP). (1994). CEB-FIP model code, Comite Euro-International du Béton, Thomas Telsford, London.
    • (1994) CEB-FIP Model Code
  • 8
    • 0035419292 scopus 로고    scopus 로고
    • "Analytical study of fracture in concrete beams using blunt crack model"
    • Iyengar, K. T. S., and Raviraj, S. (2001). "Analytical study of fracture in concrete beams using blunt crack model." J. Eng. Mech., 127(8), 828-834.
    • (2001) J. Eng. Mech. , vol.127 , Issue.8 , pp. 828-834
    • Iyengar, K.T.S.1    Raviraj, S.2
  • 10
    • 0002456702 scopus 로고
    • "Rupture modulus and fracture properties of concrete"
    • F. H. Witmann, ed., Adificatio, Freiburg, Germany
    • Planas, J., Guinea, G. V., and Elices, M. (1995). "Rupture modulus and fracture properties of concrete." Fracture mechanics of concrete structures, F. H. Witmann, ed., Adificatio, Freiburg, Germany.
    • (1995) Fracture Mechanics of Concrete Structures
    • Planas, J.1    Guinea, G.V.2    Elices, M.3
  • 11
    • 0025519750 scopus 로고
    • "Size-effect method for determining fracture energy and process zone size of concrete"
    • RILEM Committee FMT 89
    • RILEM Committee FMT 89. (1990). "Size-effect method for determining fracture energy and process zone size of concrete." Mater. Struct., 23, 461-465.
    • (1990) Mater. Struct. , vol.23 , pp. 461-465
  • 13
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    • "Wide range stress intensity factor impressions for ASTM E-399 standard fracture toughness specimens"
    • Srewley, J. E. (1976). "Wide range stress intensity factor impressions for ASTM E-399 standard fracture toughness specimens." Int. J. Fract., 12, 475-486.
    • (1976) Int. J. Fract. , vol.12 , pp. 475-486
    • Srewley, J.E.1
  • 14
    • 4243872445 scopus 로고
    • "Simple application of fictitious crack model in reinforced concrete beams - Analysis and experiments"
    • October-November 1993, H. Mihashi, H. Okamura and Z. P. Bazant, eds., E&FN Spon, London
    • Ulfkjaer, J. P., Hededal, O., Kroon, I., and Brincker, R. (1993). "Simple application of fictitious crack model in reinforced concrete beams - analysis and experiments." Proc., Int. Workshop on Size-effect in Concrete Structures, October-November 1993, H. Mihashi, H. Okamura and Z. P. Bazant, eds., E&FN Spon, London, 281-292.
    • (1993) Proc., Int. Workshop on Size-Effect in Concrete Structures , pp. 281-292
    • Ulfkjaer, J.P.1    Hededal, O.2    Kroon, I.3    Brincker, R.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.