메뉴 건너뛰기




Volumn 124, Issue 9, 1998, Pages 1011-1017

Finite-Element Model for Confined Concrete Columns

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETES; DUCTILITY; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TENSILE STRENGTH;

EID: 0032164285     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:9(1011)     Document Type: Article
Times cited : (10)

References (24)
  • 1
    • 0346032131 scopus 로고
    • The stress-strain relationship of confined and unconfined normal and high strength concretes
    • School of Civ. Engrg., The University of New South Wales, Sydney, Australia
    • Attard, M. M., and Setunge, S. (1994). "The stress-strain relationship of confined and unconfined normal and high strength concretes. UNICIV Rep. R-341, School of Civ. Engrg., The University of New South Wales, Sydney, Australia.
    • (1994) UNICIV Rep. R-341
    • Attard, M.M.1    Setunge, S.2
  • 2
    • 0004044492 scopus 로고
    • Shearing strength of concrete under high triaxial stress-computation of Mohr's envelope as a curve
    • Structural Research Laboratory, Denver, Colo
    • Balmer, G. (1949). "Shearing strength of concrete under high triaxial stress-computation of Mohr's envelope as a curve." Struct. Res. Lab. Rep. No. SP-23, Structural Research Laboratory, Denver, Colo.
    • (1949) Struct. Res. Lab. Rep. No. SP-23
    • Balmer, G.1
  • 3
    • 0021497185 scopus 로고
    • Crack shear in concrete: Crack band microplane model
    • Bazant, Z. P., and Gambarova, P. G. (1984). "Crack shear in concrete: crack band microplane model. J. Struct. Engrg., ASCE, 110(9), 2015-2035.
    • (1984) J. Struct. Engrg., ASCE , vol.110 , Issue.9 , pp. 2015-2035
    • Bazant, Z.P.1    Gambarova, P.G.2
  • 4
    • 0024101709 scopus 로고
    • Microplane model for brittle- Plastic material. I: Theory
    • Bazant, Z. P., and Prat, P. C. (1988a). "Microplane model for brittle- plastic material. I: Theory." J. Engrg. Mech., ASCE, 114(10), 1672- 1688.
    • (1988) J. Engrg. Mech., ASCE , vol.114 , Issue.10 , pp. 1672-1688
    • Bazant, Z.P.1    Prat, P.C.2
  • 5
    • 0024101650 scopus 로고
    • Microplane model for brittle- Plastic material. II: Verification
    • Bazant, Z. P., and Prat, P. C. (1988b). "Microplane model for brittle- plastic material. II: Verification." J. Engrg. Mech., ASCE, 114(10), 1689-1702.
    • (1988) J. Engrg. Mech., ASCE , vol.114 , Issue.10 , pp. 1689-1702
    • Bazant, Z.P.1    Prat, P.C.2
  • 6
    • 0001144972 scopus 로고    scopus 로고
    • Microplane model for concrete. I: Stress-strain boundaries and finite strain
    • Bazant, Z. P., Xiang, Y., and Prat, P. C. (1996). "Microplane model for concrete. I: Stress-strain boundaries and finite strain." J. Engrg. Mech., ASCE, 122(3), 245-254.
    • (1996) J. Engrg. Mech., ASCE , vol.122 , Issue.3 , pp. 245-254
    • Bazant, Z.P.1    Xiang, Y.2    Prat, P.C.3
  • 7
    • 0026680052 scopus 로고
    • New explicit microplane model for concrete: Theoretical aspects and numerical implementation
    • Carol, I., Prat, P. C., and Bazant, Z. P. (1992). "New explicit microplane model for concrete: theoretical aspects and numerical implementation." Int. J. Solids and Struct., 29(9), 1173-1191.
    • (1992) Int. J. Solids and Struct. , vol.29 , Issue.9 , pp. 1173-1191
    • Carol, I.1    Prat, P.C.2    Bazant, Z.P.3
  • 8
    • 0012691221 scopus 로고
    • Behavior of plain concrete under various high triaxial compression loading conditions
    • Air Force Weapons Laboratory, N.M.
    • Chinn, J., and Zimmerman, R. M. (1965). "Behavior of plain concrete under various high triaxial compression loading conditions." Tech. Report, WL TR 64-163, Air Force Weapons Laboratory, N.M.
    • (1965) Tech. Report, WL TR 64-163
    • Chinn, J.1    Zimmerman, R.M.2
  • 9
    • 0029276371 scopus 로고
    • Stress-strain model for confined high-strength concrete
    • Cusson, D., and Paultre, P. (1995). "Stress-strain model for confined high-strength concrete." J. Struct. Engrg., ASCE, 121(3), 468-477.
    • (1995) J. Struct. Engrg., ASCE , vol.121 , Issue.3 , pp. 468-477
    • Cusson, D.1    Paultre, P.2
  • 10
    • 0009351838 scopus 로고
    • Uniaxial stress-strain curves for normal and high strength concrete
    • Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark
    • Dahl, K. B. (1992a). "Uniaxial stress-strain curves for normal and high strength concrete." Res. Rep., Series No. 282, Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark.
    • (1992) Res. Rep., Series No. 282 , vol.282
    • Dahl, K.B.1
  • 11
    • 0003441381 scopus 로고
    • A failure criterion for normal and high strength concrete
    • Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark
    • Dahl, K. B. (1992b). "A failure criterion for normal and high strength concrete." Res. Rep., Series No. 286, Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark.
    • (1992) Res. Rep., Series No. 286 , vol.286
    • Dahl, K.B.1
  • 12
    • 0031141955 scopus 로고    scopus 로고
    • Experimental tests on eccentrically loaded high strength concrete columns
    • Foster, S. J., and Attard, M. M. (1997a). "Experimental tests on eccentrically loaded high strength concrete columns. ACI Struct. J., 94(3), 2295-303.
    • (1997) ACI Struct. J. , vol.94 , Issue.3 , pp. 2295-2303
    • Foster, S.J.1    Attard, M.M.2
  • 14
    • 2942552968 scopus 로고    scopus 로고
    • Effect of length on compressive strain softening of concrete
    • Jansen, D. C., and Shah, S. P. (1997). "Effect of length on compressive strain softening of concrete. J. Engrg. Mech., ASCE, 123(1), 25-35.
    • (1997) J. Engrg. Mech., ASCE , vol.123 , Issue.1 , pp. 25-35
    • Jansen, D.C.1    Shah, S.P.2
  • 15
    • 0343650942 scopus 로고    scopus 로고
    • Microplane model for the finite element analysis of reinforced concrete tied columns
    • School of Civ. and Envir. Engrg., The University of New South Wales, Sydney, Australia
    • Liu, J., and Foster, S. J. (1998). "Microplane model for the finite element analysis of reinforced concrete tied columns. UNICIV Rep. R-368, School of Civ. and Envir. Engrg., The University of New South Wales, Sydney, Australia.
    • (1998) UNICIV Rep. R-368
    • Liu, J.1    Foster, S.J.2
  • 16
    • 0029310158 scopus 로고
    • Triaxial failure criterion for concrete and its generalization
    • Menetrey, P., and William, K. J. (1995). "Triaxial failure criterion for concrete and its generalization." ACI Struct. J., 92(3), 311-318.
    • (1995) ACI Struct. J. , vol.92 , Issue.3 , pp. 311-318
    • Menetrey, P.1    William, K.J.2
  • 17
    • 0014865189 scopus 로고
    • Compressive strength of plain concrete under multiaxial loading conditions
    • Mills, L. L., and Zimmerman, R. M. (1970). "Compressive strength of plain concrete under multiaxial loading conditions." ACI J., 67(47), 802-807.
    • (1970) ACI J. , vol.67 , Issue.47 , pp. 802-807
    • Mills, L.L.1    Zimmerman, R.M.2
  • 18
    • 0031147394 scopus 로고    scopus 로고
    • Axial load behavior of large-scale spirally-reinforced high-strength concrete columns
    • Pessiki, S., and Pieroni, A. (1997). "Axial load behavior of large-scale spirally-reinforced high-strength concrete columns." ACI Struct. J., 94(3), 304-314.
    • (1997) ACI Struct. J. , vol.94 , Issue.3 , pp. 304-314
    • Pessiki, S.1    Pieroni, A.2
  • 19
    • 0003628787 scopus 로고    scopus 로고
    • Tests of high strength concrete columns under concentric loading
    • Dept. of Civ. Engrg., University of Ottawa, Ottawa, Canada
    • Razvi, S. R., and Saatcioglu, M. (1996). "Tests of high strength concrete columns under concentric loading." Rep. OCEERC 96-03, Dept. of Civ. Engrg., University of Ottawa, Ottawa, Canada.
    • (1996) Rep. OCEERC 96-03
    • Razvi, S.R.1    Saatcioglu, M.2
  • 20
    • 0003573493 scopus 로고
    • The failure of plain and spirally reinforced concrete in compression
    • University of Illinois, Engineering Experimental Station, Champaign, Ill
    • Richart, F. E., Brandtzaeg, A., and Brown, R. L. (1929). "The failure of plain and spirally reinforced concrete in compression." Bulletin 190, University of Illinois, Engineering Experimental Station, Champaign, Ill.
    • (1929) Bulletin , vol.190
    • Richart, F.E.1    Brandtzaeg, A.2    Brown, R.L.3
  • 21
    • 0026880942 scopus 로고
    • Strength and ductility of confined concrete
    • Saatcioglu, M., and Razvi, S. R. (1992). "Strength and ductility of confined concrete." J. Struct. Engrg., ASCE, 118(6), 1590-1607.
    • (1992) J. Struct. Engrg., ASCE , vol.118 , Issue.6 , pp. 1590-1607
    • Saatcioglu, M.1    Razvi, S.R.2
  • 22
    • 0019018841 scopus 로고
    • Strength and ductility of tied concrete columns
    • Sheikh, S. A., and Uzumeri, S. M. (1980). "Strength and ductility of tied concrete columns. J. Struct. Engrg., ASCE, 106(5), 1079-1102.
    • (1980) J. Struct. Engrg., ASCE , vol.106 , Issue.5 , pp. 1079-1102
    • Sheikh, S.A.1    Uzumeri, S.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.