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Volumn 128, Issue 9, 2002, Pages 1158-1168

Finite-element analysis of steel-concrete composite plate girder

Author keywords

Buckling; Composite materials; Concrete; Finite element method; Girders; Plates; Steel

Indexed keywords

BENDING (DEFORMATION); BUCKLING; CONCRETE BEAMS AND GIRDERS; CONCRETE SLABS; ELASTOPLASTICITY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; LOADS (FORCES); MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS;

EID: 0013424174     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (131)

References (29)
  • 1
    • 0003494025 scopus 로고    scopus 로고
    • Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I
    • ABAQUS theory manual, version 5.8, (1998). Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I.
    • (1998) ABAQUS Theory Manual, Version 5.8
  • 2
    • 0003494025 scopus 로고    scopus 로고
    • Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I
    • ABAQUS user's manual, version 5.8, (1998). Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I.
    • (1998) ABAQUS User's Manual, Version 5.8
  • 4
    • 0029359467 scopus 로고
    • Strength of composite beams with web concrete under negative bending
    • Arda, T. S., and Mengene, N. (1995). "Strength of composite beams with web concrete under negative bending." J. Struct. Eng. 121(8), 1170-1174.
    • (1995) J. Struct. Eng. , vol.121 , Issue.8 , pp. 1170-1174
    • Arda, T.S.1    Mengene, N.2
  • 5
    • 0034155936 scopus 로고    scopus 로고
    • Mixed formulation of nonlinear steel-concrete composite beam element
    • Ayoub, A., and Filippou, F. C. (2000). "Mixed formulation of nonlinear steel-concrete composite beam element." J. Struct. Eng., 126(3), 371-381.
    • (2000) J. Struct. Eng. , vol.126 , Issue.3 , pp. 371-381
    • Ayoub, A.1    Filippou, F.C.2
  • 6
    • 0000917544 scopus 로고
    • Strength of plate girders in shear
    • Basler, K. (1961). "Strength of plate girders in shear." J. Struct. Div. ASCE, 87(ST7), 151-180.
    • (1961) J. Struct. Div. ASCE , vol.87 , Issue.ST7 , pp. 151-180
    • Basler, K.1
  • 7
    • 0022162664 scopus 로고
    • Stress-strain relationship for plain concrete in compression
    • Carreira, D. J., and Chu, K. H. (1985). "Stress-strain relationship for plain concrete in compression." ACI J., Proc., 82(11), 797-804.
    • (1985) ACI J., Proc. , vol.82 , Issue.11 , pp. 797-804
    • Carreira, D.J.1    Chu, K.H.2
  • 8
    • 0017506334 scopus 로고
    • Finite element studies of shear-critical R/C beams
    • June
    • Cedolin, L., and Poli, S. D. (1977). "Finite element studies of shear-critical R/C beams." J. Eng. Mech. Div., Am. Soc. Civ. Eng., 103(EM3), June, 395-410.
    • (1977) J. Eng. Mech. Div., Am. Soc. Civ. Eng. , vol.103 , Issue.EM3 , pp. 395-410
    • Cedolin, L.1    Poli, S.D.2
  • 9
    • 10844284200 scopus 로고
    • Welded constructional alloy plate girders
    • Cooper, P. B., Lew, H. S., and Yen, B. T. (1964). "Welded constructional alloy plate girders." J. Struct. Div. ASCE, 90, 1-36.
    • (1964) J. Struct. Div. ASCE , vol.90 , pp. 1-36
    • Cooper, P.B.1    Lew, H.S.2    Yen, B.T.3
  • 10
    • 0029205234 scopus 로고
    • Factors influencing the strength of continuous composite beams in negative bending
    • Dekker, N. W., Kemp, A. R., and Trinchero, P. (1995). "Factors influencing the strength of continuous composite beams in negative bending." J. Constr. Steel Res., 34(2-3). 161-185.
    • (1995) J. Constr. Steel Res. , vol.34 , Issue.2-3 , pp. 161-185
    • Dekker, N.W.1    Kemp, A.R.2    Trinchero, P.3
  • 12
    • 0013365434 scopus 로고
    • The collapse behavior of plate girders subjected to shear and bending
    • Honggerberg, Zurich, Switzerland
    • Evans, H. R., Porter, D. M., and Rockey, K. C. (1978). "The collapse behavior of plate girders subjected to shear and bending." Proc., Int. Assoc. Bridge Struct. Eng., Honggerberg, Zurich, Switzerland, 18-78.
    • (1978) Proc., Int. Assoc. Bridge Struct. Eng. , pp. 18-78
    • Evans, H.R.1    Porter, D.M.2    Rockey, K.C.3
  • 13
    • 0034324280 scopus 로고    scopus 로고
    • Analysis of continuous composite beams including partial interaction and bond
    • Fabrrocino, G., Manfredi, Q., and Cosenza, E. (2000). "Analysis of continuous composite beams including partial interaction and bond." J. Struct. Eng., 126(11), 1288-1294.
    • (2000) J. Struct. Eng. , vol.126 , Issue.11 , pp. 1288-1294
    • Fabrrocino, G.1    Manfredi, Q.2    Cosenza, E.3
  • 14
    • 0025445290 scopus 로고
    • Numerical study of plate girder webs with holes
    • Lee, M. M. K. (1990). "Numerical study of plate girder webs with holes." Proc. Inst. Civ. Eng., Struct. Build., 89, part 2, 183-206.
    • (1990) Proc. Inst. Civ. Eng., Struct. Build. , vol.89 , Issue.PART 2 , pp. 183-206
    • Lee, M.M.K.1
  • 16
    • 0015206742 scopus 로고
    • Investigation of plate girder behavior under load
    • Mackey, S. (1971). "Investigation of plate girder behavior under load." Proc. Inst. Civ. Eng., Struct. Build., Suppl. (xiv), 285-306.
    • (1971) Proc. Inst. Civ. Eng., Struct. Build. , vol.SUPPL. , Issue.14 , pp. 285-306
    • Mackey, S.1
  • 17
  • 18
    • 0024773322 scopus 로고
    • Shear strength of composite plate girders wiht rectangular web cutouts
    • Narayanan, R., Al-Amery, R. I. M., and Roberts, T. M. (1989). "Shear strength of composite plate girders wiht rectangular web cutouts." J. Constr. Steel Res., 12(2), 151-166.
    • (1989) J. Constr. Steel Res. , vol.12 , Issue.2 , pp. 151-166
    • Narayanan, R.1    Al-Amery, R.I.M.2    Roberts, T.M.3
  • 19
    • 0019610101 scopus 로고
    • Ultimate load capacity of plate girders with webs containing circular cutouts
    • Narayanan, R., and Rockey, K. C. (1981). "Ultimate load capacity of plate girders with webs containing circular cutouts." Proc. Inst. Civ. Eng., Struct. Build., 71, part. 2, 845-864.
    • (1981) Proc. Inst. Civ. Eng., Struct. Build. , vol.71 , Issue.PART. 2 , pp. 845-864
    • Narayanan, R.1    Rockey, K.C.2
  • 20
    • 0030718799 scopus 로고    scopus 로고
    • "Numerical modeling of composite connections and composite frames." Composite construction in steel and concrete-III
    • ASCE, New York
    • Nethercot, D. A., and Ahmed, B. (1996). "Numerical modeling of composite connections and composite frames." Composite construction in steel and concrete-III. Proc., Engineering Foundation Conf., ASCE, New York, 809-822.
    • (1996) Proc., Engineering Foundation Conf. , pp. 809-822
    • Nethercot, D.A.1    Ahmed, B.2
  • 21
    • 0016544554 scopus 로고
    • The collapse behavior of plate girders loaded in shear
    • Porter, D. M., Rockey, K. C., and Evans, H. R. (1975). "The collapse behavior of plate girders loaded in shear." Struct. Eng., 53(8), 313-325.
    • (1975) Struct. Eng. , vol.53 , Issue.8 , pp. 313-325
    • Porter, D.M.1    Rockey, K.C.2    Evans, H.R.3
  • 22
    • 0002545031 scopus 로고
    • Ultimate shear strength of thin webbed steel and concrete composite girders
    • Cardiff, UK, R. Narayanan, ed., Elsevier London
    • Porter, D. M., and Cherif, Z. A. E. (1987). "Ultimate shear strength of thin webbed steel and concrete composite girders." Proc., Int. Conf., on Steel and Aluminium Structures, Cardiff, UK, R. Narayanan, ed., Elsevier London, 55-64.
    • (1987) Proc., Int. Conf., on Steel and Aluminium Structures , pp. 55-64
    • Porter, D.M.1    Cherif, Z.A.E.2
  • 23
    • 0030721945 scopus 로고    scopus 로고
    • Behavior and cracking of slabs as part of composite beams in regions with negative bending moments
    • ASCE, New York
    • Ramm, W., and Elz, Stephan (1997). "Behavior and cracking of slabs as part of composite beams in regions with negative bending moments." Proc., Engineering Foundation Conf. ASCE, New York, 871-886.
    • (1997) Proc., Engineering Foundation Conf. , pp. 871-886
    • Ramm, W.1    Elz, S.2
  • 24
    • 0033738507 scopus 로고    scopus 로고
    • Behavior and modeling of reinforced composite slab in tension
    • Rex, O. C. and Easterling, W. S. (2000). "Behavior and modeling of reinforced composite slab in tension." J. Struct. Eng., 126(7). 764-771.
    • (2000) J. Struct. Eng. , vol.126 , Issue.7 , pp. 764-771
    • Rex, O.C.1    Easterling, W.S.2
  • 25
    • 0026186730 scopus 로고
    • Shear strength of composite plate girders with web cutouts
    • Roberts, T. M., and Al-Amery, R. I. M. (1991). "Shear strength of composite plate girders with web cutouts." J. Struct. Eng., 117(7), 1897-1910.
    • (1991) J. Struct. Eng. , vol.117 , Issue.7 , pp. 1897-1910
    • Roberts, T.M.1    Al-Amery, R.I.M.2
  • 26
    • 0015285764 scopus 로고
    • The ultimate load behavior of plate girders loaded in shear
    • Rockey, K. C., and Skaloud, M. (1972). "The ultimate load behavior of plate girders loaded in shear." Struct. Eng., 50(1), 29-48.
    • (1972) Struct. Eng. , vol.50 , Issue.1 , pp. 29-48
    • Rockey, K.C.1    Skaloud, M.2
  • 27
    • 0012227445 scopus 로고    scopus 로고
    • Nonlinear FE analysis of steel-concrete composite structures
    • Sebastian, W. M., and McConnel, R. E. (2000). "Nonlinear FE analysis of steel-concrete composite structures." J. Struct. Eng., 126(6), 662-674.
    • (2000) J. Struct. Eng. , vol.126 , Issue.6 , pp. 662-674
    • Sebastian, W.M.1    McConnel, R.E.2
  • 28
    • 0031177303 scopus 로고    scopus 로고
    • Local buckling in class 2 continuous composite beams
    • Tehami, M. (1997). "Local buckling in class 2 continuous composite beams." J. Constr. Steel Res., 43(1-3), 141-159.
    • (1997) J. Constr. Steel Res. , vol.43 , Issue.1-3 , pp. 141-159
    • Tehami, M.1
  • 29
    • 0032649031 scopus 로고    scopus 로고
    • Nonlinear analysis of steel-concrete composite beams curved in plan
    • Thevendran, V., Chen, S., Shanmugam, N. E., and Liew, J. Y. R. (1999). "Nonlinear analysis of steel-concrete composite beams curved in plan. " Finite Elem. Anal. Design, 32(3), 125-139.
    • (1999) Finite Elem. Anal. Design , vol.32 , Issue.3 , pp. 125-139
    • Thevendran, V.1    Chen, S.2    Shanmugam, N.E.3    Liew, J.Y.R.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.