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Volumn 9, Issue 1, 1997, Pages 15-20

Determination of E-modulus of young concrete with nondestructive method

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; DAMPING; DYNAMICS; ELASTIC MODULI; ELASTICITY; FAST FOURIER TRANSFORMS; NATURAL FREQUENCIES; NONDESTRUCTIVE EXAMINATION; STIFFNESS;

EID: 0031080755     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(1997)9:1(15)     Document Type: Article
Times cited : (38)

References (10)
  • 1
    • 6244253444 scopus 로고
    • Svensk Byggtjänst
    • Stockholm, Sweden (in Swedish)
    • Betonghandbok material. (1994). Svensk Byggtjänst, Stockholm, Sweden (in Swedish),
    • (1994) Betonghandbok Material
  • 2
    • 0014536109 scopus 로고
    • Non-destructive testing of concrete. Recommendations for the use of resonance methods for testing concrete
    • Brunarski, L. (1969). "Non-destructive testing of concrete. Recommendations for the use of resonance methods for testing concrete."Mat. and Struct., 2(10), 269-273.
    • (1969) Mat. and Struct. , vol.2 , Issue.10 , pp. 269-273
    • Brunarski, L.1
  • 3
    • 85040261808 scopus 로고
    • Plain concrete at early ages
    • Swedish Cement and Res. Inst., Stockholm, Sweden
    • Byfors, J. (1980). "Plain concrete at early ages."CBI Research, 3:80, Swedish Cement and Res. Inst., Stockholm, Sweden.
    • (1980) CBI Research, 3:80
    • Byfors, J.1
  • 6
    • 0000428335 scopus 로고
    • Comparison of results of three methods for determining Young's modulus of elasticity of concrete
    • Philleo, R. E. (1955). "Comparison of results of three methods for determining Young's modulus of elasticity of concrete."J. Am. Concrete Inst., 51, 461-69.
    • (1955) J. Am. Concrete Inst. , vol.51 , pp. 461-469
    • Philleo, R.E.1
  • 7
    • 0007948851 scopus 로고
    • Modulus of elasticity and Poisson's ratio for concrete, and the influence of age and other factors upon these values
    • ASTM, Philadelphia, Pa.
    • Raymond, E. D., and Troxell, G. E. (1929). "Modulus of elasticity and Poisson's ratio for concrete, and the influence of age and other factors upon these values."Proc., ASTM, 29, Part II, ASTM, Philadelphia, Pa., 678-710.
    • (1929) Proc., ASTM , vol.29 , Issue.2 PART , pp. 678-710
    • Raymond, E.D.1    Troxell, G.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.