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Volumn 10, Issue 4, 1998, Pages 244-249

Material properties of self-flowing concrete

Author keywords

Concrete; Flow characteristics

Indexed keywords

COMPRESSIVE STRENGTH; CREEP; DRYING; ELASTIC MODULI; FLY ASH; SHRINKAGE; STRAIN; STRESS ANALYSIS; TENSILE STRENGTH;

EID: 0032215857     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(1998)10:4(244)     Document Type: Article
Times cited : (31)

References (12)
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    • Bazant, Z. P., and Kim, Joong-Koo. (1991). "Improved prediction model for time-dependent deformation of concrete." Mat. and Struct., 24(148), 219-223.
    • (1991) Mat. and Struct. , vol.24 , Issue.148 , pp. 219-223
    • Bazant, Z.P.1    Kim, J.-K.2
  • 3
    • 15644374176 scopus 로고
    • High-performance concrete: Research needs to enhance its use
    • Carino, N. J., and Clifton, J. R. (1991). "High-performance concrete: research needs to enhance its use." Concrete Int., 13(9), 70-76.
    • (1991) Concrete Int. , vol.13 , Issue.9 , pp. 70-76
    • Carino, N.J.1    Clifton, J.R.2
  • 4
    • 0003429121 scopus 로고
    • Committee Euro-International du Beton (CEB-FIP), Thomas Telford, London
    • CEB-FIP Model code 1990." (1993). Committee Euro-International du Beton (CEB-FIP), Thomas Telford, London, 34-36.
    • (1993) CEB-FIP Model Code 1990 , pp. 34-36
  • 5
    • 0003922105 scopus 로고
    • Prentice-Hall, Inc., Englewood Cliffs, N.J.
    • Mehta, P. K., and Monteiro, P. J. M. (1993). Concrete, Prentice-Hall, Inc., Englewood Cliffs, N.J., 93-101.
    • (1993) Concrete , pp. 93-101
    • Mehta, P.K.1    Monteiro, P.J.M.2
  • 6
    • 0004026084 scopus 로고
    • Pitman Publishing Co., London
    • Neville, A. M. (1981). Properties of concrete, Pitman Publishing Co., London, 268-318.
    • (1981) Properties of Concrete , pp. 268-318
    • Neville, A.M.1
  • 7
    • 0026157844 scopus 로고
    • Prediction of concrete tensile strength from its compressive strength
    • Oluokun, F. A. (1991). "Prediction of concrete tensile strength from its compressive strength." ACI Mat. J., 88(3), 302-309.
    • (1991) ACI Mat. J. , vol.88 , Issue.3 , pp. 302-309
    • Oluokun, F.A.1
  • 8
    • 3142553998 scopus 로고
    • Development of the high performance concrete
    • Ozawa, K., Maekawa, K., and Okamura, H. (1989). "Development of the high performance concrete." Proc., Japan Concrete Inst., 11(1), 699-704.
    • (1989) Proc., Japan Concrete Inst. , vol.11 , Issue.1 , pp. 699-704
    • Ozawa, K.1    Maekawa, K.2    Okamura, H.3
  • 9
    • 0004078914 scopus 로고
    • ACI SP-27 (Designing for Creep & Shrinkage in Concrete Structure), American Concrete Institute, Detroit, Mich.
    • "Prediction of creep, shrinkage, and temperature effects in concrete structures." (1982). ACI SP-27 (Designing for Creep & Shrinkage in Concrete Structure), American Concrete Institute, Detroit, Mich.
    • (1982) Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures
  • 10
    • 0003441377 scopus 로고
    • (ACI Manual of Concrete Practice), American Concrete Institute, Detroit, Mich.
    • "State of the art report on high-strength concrete." (1993). (ACI Manual of Concrete Practice), American Concrete Institute, Detroit, Mich.
    • (1993) State of the Art Report on High-strength Concrete
  • 11
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    • Strength and durability considerations affecting mix proportioning of concrete containing fly ash
    • Tikalsky, P. J., Carrasquillo, P M., and Carrasquillo, R. L. (1988). "Strength and durability considerations affecting mix proportioning of concrete containing fly ash." ACI Mat. J., 90(6), 535-544.
    • (1988) ACI Mat. J. , vol.90 , Issue.6 , pp. 535-544
    • Tikalsky, P.J.1    Carrasquillo, P.M.2    Carrasquillo, R.L.3
  • 12
    • 0342852901 scopus 로고
    • Committee report on super workable concrete
    • Uomoto, T., and Ozawa, K. (1994). "Committee report on super workable concrete." Proc., Japan Concrete Inst., 16(1), 11-14.
    • (1994) Proc., Japan Concrete Inst. , vol.16 , Issue.1 , pp. 11-14
    • Uomoto, T.1    Ozawa, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.