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Volumn 120, Issue 4, 1998, Pages 398-405

Strain-rate-dependent constitutive equations for concrete

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION TESTING; COMPRESSIVE STRENGTH; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STATISTICAL METHODS; STRAIN RATE; TENSILE STRENGTH; TENSILE TESTING;

EID: 0032206963     PISSN: 00949930     EISSN: 15288978     Source Type: Journal    
DOI: 10.1115/1.2842350     Document Type: Article
Times cited : (225)

References (28)
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  • 10
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    • Hughes, M. L., Tedesco, J. W., and Ross, C. A., 1993, “Numerical Analysis of High Strain Rate Splitting-Tensile Tests,” Computer and Structures, Vol. 47, No. 405, pp. 653-671.
    • (1993) Computer and Structures , vol.47 , Issue.405 , pp. 653-671
    • Hughes, M.L.1    Tedesco, J.W.2    Ross, C.A.3
  • 11
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    • Behavior of Concrete Under Biaxial Stresses
    • Kupfer, J., Hilsdorf, H. K., and Rlisch, 1964, “Behavior of Concrete Under Biaxial Stresses,” ACI Journal, Vol. 66, No. 8, pp. 656-666.
    • (1964) ACI Journal , vol.66 , Issue.8 , pp. 656-666
    • Kupfer, J.1    Hilsdorf Rlisch, H.K.2
  • 13
    • 0002359342 scopus 로고
    • Proceedings, Second Symposium on the Interaction of Non-nuclear Munitions with Structures, Panama City Beach, FL, April 15-18
    • Malvern, L. E., Jenkins, D. A., Tianxi, T., and Ross, C. A., 1985, “Dynamic Compressive Testing of Concrete,” Proceedings, Second Symposium on the Interaction of Non-nuclear Munitions with Structures, Panama City Beach, FL, April 15-18, pp. 194-199.
    • (1985) Dynamic Compressive Testing of Concrete , pp. 194-199
    • Malvern, L.E.1    Jenkins, D.A.2    Tianxi, T.3    Ross, C.A.4
  • 18
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    • Tensile Strength of Concrete
    • Raphael, J. M., 1984, “Tensile Strength of Concrete,” ACI Journal, Vol. 81, No. 2, pp. 158-165.
    • (1984) ACI Journal , vol.81 , Issue.2 , pp. 158-165
    • Raphael, J.M.1
  • 19
    • 0029185201 scopus 로고
    • Effects of Strain Rate on Concrete Strength
    • Ross, C. A., Tedesco, J. W., and Kuennen, S. T., 1995, “Effects of Strain Rate on Concrete Strength,” ACI Materials Journal, Vol. 92, No. 1, pp. 37-47.
    • (1995) ACI Materials Journal , vol.92 , Issue.1 , pp. 37-47
    • Ross, C.A.1    Tedesco, J.W.2    Kuennen, S.T.3
  • 20
    • 0010612943 scopus 로고
    • Report ESL-TR-88-82, Air Force Engineering and Services Center, Tyndall AFB, FL
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    • (1989) Split-Hopkinson Pressure bar Tests
    • Ross, C.A.1
  • 23
    • 0021215979 scopus 로고
    • Ductility of Plain and Confined Concrete Under Different Strain Rates
    • Soroushian, P., Choi, K., and Kowalczak, R., 1984, “Ductility of Plain and Confined Concrete Under Different Strain Rates,” ACI Journal, Jan.-Feb., pp. 73-81.
    • (1984) ACI Journal , pp. 73-81
    • Soroushian, P.1    Choi, K.2    Kowalczak, R.3
  • 24
    • 0028762761 scopus 로고
    • Numerical Simulation of High Strain Rate Concrete Compression Tests
    • Tedesco, J. W., Hughes, M. L., and Ross, C. A., 1994, “Numerical Simulation of High Strain Rate Concrete Compression Tests,” Computers and Structures, Vol. 51, No. 1, pp. 65-77.
    • (1994) Computers and Structures , vol.51 , Issue.1 , pp. 65-77
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  • 25
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    • Experimental and Numerical Analysis of High Strain Rate Splitting Tensile Tests
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  • 26
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    • Numerical Analysis of High-Strain Rate Concrete Direct Tension Tests
    • Tedesco, J. W., Ross, C. A., McGill, P. B., and O’Neal, B. P., 1991, “Numerical Analysis of High-Strain Rate Concrete Direct Tension Tests,” Computers and Structures, Vol. 40, No. 2, pp. 313-327.
    • (1991) Computers and Structures , vol.40 , Issue.2 , pp. 313-327
    • Tedesco, J.W.1    Ross, C.A.2    McGill, P.B.3    O’Neal, B.P.4
  • 27
    • 0024922389 scopus 로고
    • Numerical Analysis of Dynamic Split Cylinder Test
    • Tedesco, J. W., Ross, C. A., and Grunair, R. M., 1989, “Numerical Analysis of Dynamic Split Cylinder Test,” Computers and Structures, Vol. 34, No. 3, pp. 609-624.
    • (1989) Computers and Structures , vol.34 , Issue.3 , pp. 609-624
    • Tedesco, J.W.1    Ross, C.A.2    Grunair, R.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.