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Volumn 36, Issue 258, 2003, Pages 218-225

Mechanical properties of young concrete: Part I: Experimental results related to test methods and temperature effects

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; CEMENTS; COMPRESSIVE STRENGTH; CRACKS; ELASTIC MODULI; MATHEMATICAL MODELS; SILICA; TENSILE STRENGTH; THERMAL EFFECTS;

EID: 0038467390     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/13835     Document Type: Article
Times cited : (55)

References (12)
  • 1
    • 0038448656 scopus 로고    scopus 로고
    • Strength and E-modulus results for w/b=0.40 concrete. Raw data
    • Internal NOR-IPACS-memo (SINTEFF, Trondheim); (Only available in Norwegian)
    • Hammer, T.A., et al., 'Strength and E-modulus results for w/b=0.40 concrete. Raw data', Internal NOR-IPACS-memo (SINTEFF, Trondheim 1998) (Only available in Norwegian).
    • (1998)
    • Hammer, T.A.1
  • 2
    • 0038786299 scopus 로고    scopus 로고
    • Mechanical properties of young concrete: Evaluation of test methods for tensile strength and modulus of elasticity. Determination of model parameters
    • SINTEF-report no. STF22 A99762, (SINTEF, Trondheim)
    • Kanstad, T., Hammer, T. A., Bjøtegar̊, Ø. and Sellevold, E.J., 'Mechanical properties of young concrete: Evaluation of test methods for tensile strength and modulus of elasticity. Determination of model parameters', SINTEF-report no. STF22 A99762, (SINTEF, Trondheim, 1999).
    • (1999)
    • Kanstad, T.1    Hammer, T.A.2    Bjøtegar̊3    Sellevold, E.J.4
  • 3
    • 4244134296 scopus 로고
    • Time dependent tensile fracture of concrete
    • Dr. ing, thesis, Department of Concrete Structures, (The Norwegian University of Science and Technology, NTNU, Trondheim)
    • Hansen, E.Aa., 'Time dependent tensile fracture of concrete', Dr. ing, thesis, Department of Concrete Structures, (The Norwegian University of Science and Technology, NTNU, Trondheim, 1991).
    • (1991)
    • Hansen, E.Aa.1
  • 4
    • 0038109411 scopus 로고
    • In situ strength, part 1: Destructive methods
    • Research-report no. 13:76, (The Swedish Cement and Concrete Institute, Stockholm, Sweden); (Only available in Swedish)
    • Bellander, U., 'In situ strength, Part 1: Destructive methods', Research-report no. 13:76, (The Swedish Cement and Concrete Institute, Stockholm, Sweden, 1976) (Only available in Swedish).
    • (1976)
    • Bellander, U.1
  • 5
  • 7
    • 0038109408 scopus 로고
    • Effective concrete tensile strength in structures exposed to early restrained thermal loading
    • (Only available in German)
    • Onken, P. and Rostasy, F., "Effective concrete tensile strength in structures exposed to early restrained thermal loading", Deutscher Auschuss für Stahlbeton, book 449 (1995), 1-93 (Only available in German).
    • (1995) Deutscher Auschuss für Stahlbeton, Book 449 , pp. 1-93
    • Onken, P.1    Rostasy, F.2
  • 9
    • 0038448662 scopus 로고    scopus 로고
    • Concrete for the Maridal Culvert: Round Robin test
    • IPACS report no. 2001:75-3, (TU Luleå, Sweden)
    • Helland, S. and Smeplass, S., 'Concrete for the Maridal Culvert: Round Robin Test', IPACS report no. 2001:75-3, (TU Luleå, Sweden, 2001).
    • (2001)
    • Helland, S.1    Smeplass, S.2
  • 10
    • 4243936145 scopus 로고    scopus 로고
    • Norwegian standards on activation energy and heat release
    • IPACS report no. 2001:24-9, (TU Luleå, Sweden)
    • Helland, S., Norwegian Standards on activation energy and heat release', IPACS report no. 2001:24-9, (TU Luleå, Sweden, 2001).
    • (2001)
    • Helland, S.1
  • 11
    • 0346784351 scopus 로고
    • Is high strength concrete more robust against elevated curing temperatures?
    • Ed. I. Holand, E.J. Sellevold (The Norwegian Concrete Association, Oslo)
    • Lindgård, J. and Sellevold, E.J., 'Is high strength concrete more robust against elevated curing temperatures?', in Proceedings of High Strength Concrete 1993, Lillehammer, Norway, Ed. I. Holand, E.J. Sellevold (The Norwegian Concrete Association, Oslo, 1993) 810-821.
    • (1993) Proceedings of High Strength Concrete 1993, Lillehammer, Norway , pp. 810-821
    • Lindgård, J.1    Sellevold, E.J.2
  • 12
    • 0038448658 scopus 로고    scopus 로고
    • Cracking tendency of high strength concrete at early ages - Effect of cement type
    • Internal-memo, (SINTEF, Trondheim; (Only available in Norwegian)
    • Hammer, T. A., 'Cracking tendency of high strength concrete at early ages - Effect of cement type', Internal-memo, (SINTEF, Trondheim, 1996 (Only available in Norwegian).
    • (1996)
    • Hammer, T.A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.