메뉴 건너뛰기




Volumn 130, Issue 11, 2004, Pages 1842-1851

Stiffness and deflection of steel-concrete composite beams under negative bending

Author keywords

Bending; Bridges, girder; Composite beams; Deformation; Slip; Stiffness; Studs

Indexed keywords

NEGATIVE BENDING; SLIPS; STEEL-CONCRETE COMPOSITE BEAMS; STUDS;

EID: 13844296443     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:11(1842)     Document Type: Article
Times cited : (102)

References (17)
  • 1
    • 1542487657 scopus 로고
    • CEB-FIP model code 1990
    • Lausanne, Switzerland
    • Comite Euro-International du Beton (CEB-FIP). (1993). "CEB-FIP model code 1990." Bulletin D'Information No. 213/214 (Concrete Structures), Lausanne, Switzerland.
    • (1993) Bulletin D'Information No. 213/214 (Concrete Structures) , vol.213-214
  • 2
    • 1642331552 scopus 로고
    • Static behaviour of continuous composite beams
    • Lehigh Univ., Bethleham, Pa.
    • Daniels, J. H., and Fisher, J. W. (1967). "Static behaviour of continuous composite beams." Fritz Eng. Lab. Rep. No. 324.2, Lehigh Univ., Bethleham, Pa.
    • (1967) Fritz Eng. Lab. Rep. No. 324.2
    • Daniels, J.H.1    Fisher, J.W.2
  • 3
    • 84876744931 scopus 로고
    • Design of composite steel and concrete structures
    • Brussels, Belgium
    • European Committee for Standardization (ECS). (1994). "Design of composite steel and concrete structures." Eurocode 4, Brussels, Belgium.
    • (1994) Eurocode 4
  • 4
    • 0034324280 scopus 로고    scopus 로고
    • Analysis of continuous composite beams including partial interaction and bond
    • Fabbrocino, G., Manfredi, G., 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
    • Fabbrocino, G.1    Manfredi, G.2    Cosenza, E.3
  • 5
    • 0033103456 scopus 로고    scopus 로고
    • Deflections of partially composite beams with linear connector density
    • Jasim, N. A. (1999). "Deflections of partially composite beams with linear connector density." J. Constr. Steel Res. 49(3), 241-254.
    • (1999) J. Constr. Steel Res. , vol.49 , Issue.3 , pp. 241-254
    • Jasim, N.A.1
  • 6
    • 0343085756 scopus 로고
    • Stud shear-connectors in hogging moment regions of composite beams
    • Johnson, R. P., Greenwood, R. D., and Van Dalen, K. (1969). "Stud shear-connectors in hogging moment regions of composite beams." Struct. Eng., 47(9), 345-350.
    • (1969) Struct. Eng. , vol.47 , Issue.9 , pp. 345-350
    • Johnson, R.P.1    Greenwood, R.D.2    Van Dalen, K.3
  • 7
    • 13844292446 scopus 로고    scopus 로고
    • Finite element modeling of reinforced concrete structures strengthened with FRP laminates
    • United States Department of Transportation, Federal Highway Administration and Oregon DOT, Salem, Ore.
    • Kachlakev, D. I. et al. (2001). "Finite element modeling of reinforced concrete structures strengthened with FRP laminates" Final Rep. No. FHWA-OR-RD-01-XX, United States Department of Transportation, Federal Highway Administration and Oregon DOT, Salem, Ore.
    • (2001) Final Rep. No. FHWA-OR-RD-01-XX , vol.FHWA-OR-RD-01-XX
    • Kachlakev, D.I.1
  • 9
    • 0032642927 scopus 로고    scopus 로고
    • Modeling of steel-concrete composite beams under negative bending
    • Manfredi, G., Fabbrocino, G., and Cosenza, E. (1999). "Modeling of steel-concrete composite beams under negative bending." J. Eng. Mech. 125(6), 654-662.
    • (1999) J. Eng. Mech. , vol.125 , Issue.6 , pp. 654-662
    • Manfredi, G.1    Fabbrocino, G.2    Cosenza, E.3
  • 10
    • 0025430444 scopus 로고
    • Push tests on studs welded through profiled steel sheeting
    • Mottram, J. T., and Johnson, R. P. (1990). "Push tests on studs welded through profiled steel sheeting." Struct. Eng., 68(5), 187-193.
    • (1990) Struct. Eng. , vol.68 , Issue.5 , pp. 187-193
    • Mottram, J.T.1    Johnson, R.P.2
  • 11
    • 0001921245 scopus 로고
    • Tests and analysis of composite beams with incomplete interaction
    • Newmark, N. M., Siess, C. P., and Viest, I. M. (1951). "Tests and analysis of composite beams with incomplete interaction." Proc. Soc. Exp. Stress Anal., 9(1), 75-92.
    • (1951) Proc. Soc. Exp. Stress Anal. , vol.9 , Issue.1 , pp. 75-92
    • Newmark, N.M.1    Siess, C.P.2    Viest, I.M.3
  • 12
    • 2942559890 scopus 로고    scopus 로고
    • Steel-concrete composite beams considering shear slip effects
    • Nie, J. G., and Cai, C. S. (2003). "Steel-concrete composite beams considering shear slip effects." J. Struct. Eng., 129(4), 495-506.
    • (2003) J. Struct. Eng. , vol.129 , Issue.4 , pp. 495-506
    • Nie, J.G.1    Cai, C.S.2
  • 13
    • 0015049044 scopus 로고
    • Shear strength of stud connectors in lightweight and normal weight concrete
    • Ollgaard, J. G., Slutter, R. G., and Fisher, J. W. (1971). "Shear strength of stud connectors in lightweight and normal weight concrete." AISC Eng. J., 8(2), 55-64.
    • (1971) AISC Eng. J. , vol.8 , Issue.2 , pp. 55-64
    • Ollgaard, J.G.1    Slutter, R.G.2    Fisher, J.W.3
  • 14
    • 0033738507 scopus 로고    scopus 로고
    • Behavior and modeling of reinforced composite slab in tension
    • Rex, C. O., and Hastening, 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, C.O.1    Hastening, W.S.2
  • 15
    • 0032188507 scopus 로고    scopus 로고
    • Nonlinear analysis of composite beams with deformable shear connectors
    • Salari, M. R., Spacone, E., Shing, P. B., and Frangopol, D. M. (1998). "Nonlinear analysis of composite beams with deformable shear connectors." J. Struct. Eng. 124(10), 1148-1158.
    • (1998) J. Struct. Eng. , vol.124 , Issue.10 , pp. 1148-1158
    • Salari, M.R.1    Spacone, E.2    Shing, P.B.3    Frangopol, D.M.4
  • 16
    • 0032186772 scopus 로고    scopus 로고
    • Deflection of steel-concrete composite beams with partial shear interaction
    • Wang, Y. C. (1998). "Deflection of steel-concrete composite beams with partial shear interaction." J. Struct. Eng., 124(10), 1159-1165.
    • (1998) J. Struct. Eng. , vol.124 , Issue.10 , pp. 1159-1165
    • Wang, Y.C.1
  • 17
    • 0025258645 scopus 로고
    • The deformation of composite beams with discrete flexible connection
    • Wright, H. D. (1990). "The deformation of composite beams with discrete flexible connection." J. Constr. Steel Res., 15(1-2), 49-64.
    • (1990) J. Constr. Steel Res. , vol.15 , Issue.1-2 , pp. 49-64
    • Wright, H.D.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.