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Volumn 131, Issue 5, 2005, Pages 706-714

Finite element model for externally prestressed composite beams with deformable connection

Author keywords

Composite beams; Connections; Finite elements; Nonlinear analysis; Prestressing

Indexed keywords

CONNECTIONS; DEFORMABLE CONNECTIONS; GLOBAL DEFORMATIONS; PRESTRESSED COMPOSITE BEAMS;

EID: 18144406189     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:5(706)     Document Type: Article
Times cited : (49)

References (29)
  • 1
    • 0027666620 scopus 로고
    • Analysis of beams prestressed with unbonded internal or external tendons
    • Alkhairi, F. M., and Naaman, A. E. (1993). "Analysis of beams prestressed with unbonded internal or external tendons." J. Struct. Eng. 119(9), 2680-2700.
    • (1993) J. Struct. Eng. , vol.119 , Issue.9 , pp. 2680-2700
    • Alkhairi, F.M.1    Naaman, A.E.2
  • 2
    • 10844221658 scopus 로고    scopus 로고
    • Prestressing with unbonded internal or external tendons: Analysis and computer model
    • Ariyawardena, N., and Ghali, A. (2002). "Prestressing with unbonded internal or external tendons: Analysis and computer model." J. Struct. Eng. 128(12), 1493-1501.
    • (2002) J. Struct. Eng. , vol.128 , Issue.12 , pp. 1493-1501
    • Ariyawardena, N.1    Ghali, A.2
  • 3
    • 84860928166 scopus 로고
    • Non-linear calculation tests of prestressed beams
    • E. Conti and R. Tardy, eds., Saint-Rémy-lès-Chevreuse, France
    • Association Française pour la Construction (AFPC). (1993). "Non-linear calculation tests of prestressed beams." Proc., Workshop on Behaviour of External Prestressing in Structures, E. Conti and R. Tardy, eds., Saint-Rémy-lès-Chevreuse, France.
    • (1993) Proc., Workshop on Behaviour of External Prestressing in Structures
  • 4
    • 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
  • 5
    • 0025519123 scopus 로고
    • Prestressed composite girders under positive moment
    • Ayyub, B. M., Sohn, Y. G., and Saadatmanesh, H. (1990). "Prestressed composite girders under positive moment." J. Struct. Eng., 116(11), 2931-2951.
    • (1990) J. Struct. Eng. , vol.116 , Issue.11 , pp. 2931-2951
    • Ayyub, B.M.1    Sohn, Y.G.2    Saadatmanesh, H.3
  • 6
    • 0023532767 scopus 로고
    • Softening in reinforced concrete beams and frames
    • Bazant, Z. P., Pan, J., and Pijaudier-Cabot, G. (1987). "Softening in reinforced concrete beams and frames." J. Struct. Eng., 113(12), 2333-2347.
    • (1987) J. Struct. Eng. , vol.113 , Issue.12 , pp. 2333-2347
    • Bazant, Z.P.1    Pan, J.2    Pijaudier-Cabot, G.3
  • 7
    • 0015490825 scopus 로고
    • Realistic analysis of reinforced concrete framed structures
    • Blaauwendraad, I. J. (1972). "Realistic analysis of reinforced concrete framed structures." Heron, 18(4), 1-31.
    • (1972) Heron , vol.18 , Issue.4 , pp. 1-31
    • Blaauwendraad, I.J.1
  • 8
    • 18144419622 scopus 로고
    • Model code 1990
    • Paris
    • Comité Euro-International du Béton (CEB-FIP). (1988). "Model code 1990." CEB Bulletin d'Information. No. 190, Paris.
    • (1988) CEB Bulletin d'Information , Issue.190
  • 11
    • 3142548629 scopus 로고
    • Friction losses in some externally prestressed bridges in France
    • E. Conti and R. Tardy, eds., Saint-Rémy-lès-Chevreuse, France
    • Conti, E., Tardy, R., and Virlogeux, M. (1993). "Friction losses in some externally prestressed bridges in France." Proc., Workshop on Behaviour of External Prestressing in Structures, E. Conti and R. Tardy, eds., Saint-Rémy-lès-Chevreuse, France.
    • (1993) Proc., Workshop on Behaviour of External Prestressing in Structures
    • Conti, E.1    Tardy, R.2    Virlogeux, M.3
  • 12
    • 0025750582 scopus 로고
    • The eccentricity issue in the design of plate and shell elements
    • Crisfield, M. A. (1991). "The eccentricity issue in the design of plate and shell elements." Commun. Appl. Numer. Methods, 7, 47-56.
    • (1991) Commun. Appl. Numer. Methods , vol.7 , pp. 47-56
    • Crisfield, M.A.1
  • 13
    • 0030269082 scopus 로고    scopus 로고
    • On the coupling between three-dimensional bodies and slipping cables
    • Dall'Asta, A. (1996). "On the coupling between three-dimensional bodies and slipping cables." Int. J. Solids Struct., 33(24), 3587-3600.
    • (1996) Int. J. Solids Struct. , vol.33 , Issue.24 , pp. 3587-3600
    • Dall'Asta, A.1
  • 14
    • 0032072167 scopus 로고    scopus 로고
    • Nonlinear behavior of externally prestressed composite beams: Analytical model
    • Dall'Asta, A., and Dezi, L. (1998). "Nonlinear behavior of externally prestressed composite beams: Analytical model." J. Struct. Eng. 124(5), 588-597.
    • (1998) J. Struct. Eng. , vol.124 , Issue.5 , pp. 588-597
    • Dall'Asta, A.1    Dezi, L.2
  • 15
    • 0036859622 scopus 로고    scopus 로고
    • Non-linear analysis of composite beams by a displacement approach
    • Dall'Asta, A., and Zona, A. (2002). "Non-linear analysis of composite beams by a displacement approach." Comput. Struct. 80(27-30), 2217-2228.
    • (2002) Comput. Struct. , vol.80 , Issue.27-30 , pp. 2217-2228
    • Dall'Asta, A.1    Zona, A.2
  • 16
    • 0242720827 scopus 로고    scopus 로고
    • Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection
    • Dall'Asta, A., and Zona, A. (2004a). "Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection." Finite Elem. Anal. Design, 40(4), 425-448.
    • (2004) Finite Elem. Anal. Design , vol.40 , Issue.4 , pp. 425-448
    • Dall'Asta, A.1    Zona, A.2
  • 17
    • 3142611432 scopus 로고    scopus 로고
    • Slip locking in finite elements for composite beams with deformable shear connection
    • Dall'Asta, A., and Zona, A. (2004b). "Slip locking in finite elements for composite beams with deformable shear connection." Finite Elem. Anal. Design, 40(13-14), 1907-1930.
    • (2004) Finite Elem. Anal. Design , vol.40 , Issue.13-14 , pp. 1907-1930
    • Dall'Asta, A.1    Zona, A.2
  • 18
    • 0242644452 scopus 로고    scopus 로고
    • Ductility of reinforced concrete structures
    • Paris
    • Fédération International du Béton (FIB). (1998). "Ductility of reinforced concrete structures." CEB Bulletin d'Information, No. 242, Paris, 112-113.
    • (1998) CEB Bulletin d'Information , Issue.242 , pp. 112-113
  • 19
    • 0006704774 scopus 로고
    • Problèmes de sécurité à rupture et de modélisation de poutres en béton à précontrainte extérieure ou mixte
    • Fouré, B., Rezendre Martins, P. C., and Hoang, L. H. (1991). "Problèmes de sécurité à rupture et de modélisation de poutres en béton à précontrainte extérieure ou mixte." Ann. Inst. Tech. Bat. Trav. Publics, 46-95.
    • (1991) Ann. Inst. Tech. Bat. Trav. Publics , pp. 46-95
    • Fouré, B.1    Rezendre Martins, P.C.2    Hoang, L.H.3
  • 20
    • 0017437968 scopus 로고
    • Error in eccentric beam formulation
    • Gupta, A. K., and Ma, P. S. (1977). "Error in eccentric beam formulation." Int. J. Numer. Methods Eng., 11, 1473-1483.
    • (1977) Int. J. Numer. Methods Eng. , vol.11 , pp. 1473-1483
    • Gupta, A.K.1    Ma, P.S.2
  • 21
    • 0032655304 scopus 로고    scopus 로고
    • Externally prestressed members: Evaluation of second-order effects
    • Harajli, M., Khairallah, N., and Nassif, H. (1999). "Externally prestressed members: Evaluation of second-order effects." J. Struct. Eng. 125(10), 1151-1161.
    • (1999) J. Struct. Eng. , vol.125 , Issue.10 , pp. 1151-1161
    • Harajli, M.1    Khairallah, N.2    Nassif, H.3
  • 22
    • 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
  • 23
    • 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., 2Q, 55-64.
    • (1971) AISC Eng. J. , vol.2 Q , pp. 55-64
    • Ollgaard, J.G.1    Slutter, R.G.2    Fisher, J.W.3
  • 25
    • 0030081590 scopus 로고    scopus 로고
    • Ultimate analysis of monolithic and segmental externally prestressed concrete bridges
    • Ramos, G., and Aparicio, A. C. (1996). "Ultimate analysis of monolithic and segmental externally prestressed concrete bridges." J. Bridge Eng. 1(1), 10-17.
    • (1996) J. Bridge Eng. , vol.1 , Issue.1 , pp. 10-17
    • Ramos, G.1    Aparicio, A.C.2
  • 26
    • 0024721111 scopus 로고
    • Analytical study of prestressed composite beams
    • Saadatmanesh, H., Albrecht, P., and Ayyub, B. M. (1989). "Analytical study of prestressed composite beams." J. Struct. Eng., 115(9), 2364-2381.
    • (1989) J. Struct. Eng. , vol.115 , Issue.9 , pp. 2364-2381
    • Saadatmanesh, H.1    Albrecht, P.2    Ayyub, B.M.3
  • 27
    • 0041825136 scopus 로고    scopus 로고
    • Analysis of steel-concrete composite frames with bond-slip
    • Salari, M. R., and Spacone, E. (2001). "Analysis of steel-concrete composite frames with bond-slip". J. Struct. Eng. 127(11), 1243-1250.
    • (2001) J. Struct. Eng. , vol.127 , Issue.11 , pp. 1243-1250
    • Salari, M.R.1    Spacone, E.2
  • 28
    • 4344583184 scopus 로고    scopus 로고
    • Nonlinear analysis of steel-concrete composite structures: State of the art
    • Spacone, E., and El-Tawil, S. (2004). "Nonlinear analysis of steel-concrete composite structures: State of the art." J. Struct. Eng. 130(2), 159-168.
    • (2004) J. Struct. Eng. , vol.130 , Issue.2 , pp. 159-168
    • Spacone, E.1    El-Tawil, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.