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Volumn 58, Issue 5, 2006, Pages 277-288

Fracture energy of high-performance concrete at high temperatures up to 450°C: The effects of heating temperatures and testing conditions (hot and cold)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; FRACTURE; FRACTURE TESTING; FURNACES; HEATING; RESIDUAL STRESSES;

EID: 33744831994     PISSN: 00249831     EISSN: 00249831     Source Type: Journal    
DOI: 10.1680/macr.2006.58.5.277     Document Type: Article
Times cited : (57)

References (15)
  • 1
    • 0008568057 scopus 로고
    • (SCHNEIDER U (ed.)), Department of Civil Engineering, Gesamthochschule, Kassel University, Kassel, Germany
    • REUNION INTERNATIONALE DES LABORATOIRES ET EXPERTS DES MATERIAUX, SYSTEMES DE CONSTRUCTION ET OUVRAGES (RILEM) Committee. 44-PHT Behaviour of concrete at high temperatures (SCHNEIDER U (ed.)), Department of Civil Engineering, Gesamthochschule, Kassel University, Kassel, Germany, 1985, 122pp.
    • (1985) 44-PHT Behaviour of Concrete at High Temperatures , pp. 122
  • 2
    • 0023043896 scopus 로고
    • Concrete at high temperatures-a general review
    • SCHNEIDER U Concrete at high temperatures-a general review. Fire Safety Journal, 1988, 13, No. 1, 55-68.
    • (1988) Fire Safety Journal , vol.13 , Issue.1 , pp. 55-68
    • Schneider, U.1
  • 4
    • 0024047928 scopus 로고
    • Effect of temperature and humidity on fracture energy of concrete
    • BAZANT Z. P. and PRAT P. C. Effect of temperature and humidity on fracture energy of concrete. ACI Materials Journals, 1988, 85, No. 4, 262-271.
    • (1988) ACI Materials Journals , vol.85 , Issue.4 , pp. 262-271
    • Bazant, Z.P.1    Prat, P.C.2
  • 5
    • 0000174773 scopus 로고    scopus 로고
    • The effect of exposure to elevated temperatures on the fracture energy of plain concrete
    • BAKER G. The effect of exposure to elevated temperatures on the fracture energy of plain concrete. RILEM Materials and Structures, 1996, 29, No. 190, 383-388.
    • (1996) RILEM Materials and Structures , vol.29 , Issue.190 , pp. 383-388
    • Baker, G.1
  • 7
    • 0033878662 scopus 로고    scopus 로고
    • Residual fracture properties of normal and high-strength concrete subject to elevated temperatures
    • ZHANG B., BICANIC N., PEARCE. C. J. and BALABANIC G. Residual fracture properties of normal and high-strength concrete subject to elevated temperatures. Magazine of Concrete Research, 2000, 52, No. 2, 123-136.
    • (2000) Magazine of Concrete Research , vol.52 , Issue.2 , pp. 123-136
    • Zhang, B.1    Bicanic, N.2    Pearce, C.J.3    Balabanic, G.4
  • 8
    • 0034286780 scopus 로고    scopus 로고
    • Assessment of toughness of concrete subject to elevated temperatures from complete load-displacement curve. Part I: General introduction
    • ZHANG B., BICANIC N., PEARCE. C. J. and BALABANIC G. Assessment of toughness of concrete subject to elevated temperatures from complete load-displacement curve. Part I: general introduction. ACI Materials Journal, 2000, 97, No. 5, 550-555.
    • (2000) ACI Materials Journal , vol.97 , Issue.5 , pp. 550-555
    • Zhang, B.1    Bicanic, N.2    Pearce, C.J.3    Balabanic, G.4
  • 9
    • 0034286762 scopus 로고    scopus 로고
    • Assessment of toughness of concrete subject to elevated temperatures from complete load-displacement curve. Part II: Experimental investigations
    • ZHANG B., BICANIC N., PEARCE. C. J. and BALABANIC G. Assessment of toughness of concrete subject to elevated temperatures from complete load-displacement curve. Part II: experimental investigations. ACI Materials Journal, 2000, 97, No. 5, 556-566.
    • (2000) ACI Materials Journal , vol.97 , Issue.5 , pp. 556-566
    • Zhang, B.1    Bicanic, N.2    Pearce, C.J.3    Balabanic, G.4
  • 10
    • 0036499826 scopus 로고    scopus 로고
    • Relationship between moisture loss and brittleness of concrete exposed to high temperatures
    • ZHANG B., BICANIC N., PEARCE. C. J. and PHILLIPS D. V. Relationship between moisture loss and brittleness of concrete exposed to high temperatures. Cement and Concrete Research, 2002, 32, No. 3, 363-371.
    • (2002) Cement and Concrete Research , vol.32 , Issue.3 , pp. 363-371
    • Zhang, B.1    Bicanic, N.2    Pearce, C.J.3    Phillips, D.V.4
  • 11
    • 0141956219 scopus 로고    scopus 로고
    • Residual fracture energy of high-performance and normal concrete subject to high temperatures
    • NIELSEN C. V. and BICANIC N. Residual fracture energy of high-performance and normal concrete subject to high temperatures. RILEM Materials and Structures, 2003, 36, No. 262, 515-521.
    • (2003) RILEM Materials and Structures , vol.36 , Issue.262 , pp. 515-521
    • Nielsen, C.V.1    Bicanic, N.2
  • 12
    • 0001409372 scopus 로고
    • Draft recommendation: Determination of the fracture energy of mortar and concrete by means of three-point bend test on notched beams
    • REUNION INTERNATIONALE DES LABORATOIRES ET EXPERTS DES MATERIAUX, SYSTEMES DE CONSTRUCTION ET OUVRAGES (RILEM) TECHNICAL COMMITTE 50 FMC. Draft recommendation: determination of the fracture energy of mortar and concrete by means of three-point bend test on notched beams. RILEM Materials and Structures, 1985, 18, No. 106, 285-290.
    • (1985) RILEM Materials and Structures , vol.18 , Issue.106 , pp. 285-290


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