Nonlinear Analysis of Composite Beams with Deformable Shear Connectors

Journal of Structural Engineering

Volumn 124, Issue 10, 1998, Pages 1148-1158

  Salari, M Reza ^a   Spacone, Enrico ^a   Shing, P Benson ^a   Frangopol, Dan M ^a  

^a UCB 450   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE SLABS; CONNECTORS (STRUCTURAL); FLOORS; INTERFACES (MATERIALS); MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR DEFORMATION; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS;

COMPOSITE FLOOR SYSTEMS; SHEAR CONNECTORS;

COMPOSITE STRUCTURES;

EID: 0032188507     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:10(1148)     Document Type: Article

References (16)

1. Amadio, C., and Fragiacomo, M. (1993). "A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections." Costruzioni Metalliche, Vol. 4, Associazione Costruttori Acciaio Italiani, Milan, Italy, 213-228.
2. Aribert, J. M., and Ragneau, E. (1997). "Theoretical investigation of moment redistribution in composite continuous beams of different classes." Compos. Constr. in Steel and Concrete III, Proc., Engrg. Found. Conf., C. D. Buckner and B. Shahrooz, eds., ASCE, New York, 392-405.
3. Arizumi, Y., Hamada, S., and Kajita, T. (1981). "Elastic-plastic analysis of composite beams with incomplete interaction by finite element method." Comp. Struct., 14(5-6), 453-462.
4. Ayoub, A., and Filippou, F. C. (1997). "A model for composite steel-concrete girders under cyclic loading." Build. to Last, Proc., ASCE Struct. Congr. XV, Vol. 1, L. Kempner Jr. and C. B. Brown, eds., ASCE, New York, 721-725.
5. Bursi, O. S., and Ballerini, M. (1996). "Behavior of a steel-concrete composite substructure with full and partial shear connection." Proc., 11th World Conf. on Earthquake Engrg., Pergamon, Disk 2, Paper No. 771, Elsevier Science, Oxford, England.
6. Daniel, B. J., and Crisinel, M. (1993). "Composite slab behavior and strength analysis. Part I: Calculation procedure." J. Struct. Engrg., ASCE, 119(1), 16-35.
7. El-Tawil, S., and Deierlein, G. G. (1996a). "Fiber analysis of composite beam-column cross sections." Struct. Engrg. Rep. No. 96-06, School of Civ. and Envir. Engrg., Cornell University, Ithaca, N.Y.
8. El-Tawil, S., and Deierlein, G. G. (1996b). "Inelastic analysis of mixed steel-concrete frames." SSRC-ASCE Struct. Congr. XIV, S. K. Ghosh and J. Mohammadi, eds., ASCE, New York.
9. Hajjar, J. F., Schiller, P. H., and Molodan, A. (1997). "A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip. Part I: Slip formulation and monotonic analysis." Struct. Engrg. Rep. ST-97-1, Dept. of Civ. Engrg., University of Minnesota, Minneapolis, Minn.
10. Hirst, M. J. S., and Yeo, M. F. (1980). "The analysis of composite beams using standard finite element programs." Comp. Struct., 11(3), 233-237.
11. Neuenhofer, A., and Filippou, F. C. (1997). "Evaluation of nonlinear frame finite-element models." J. Struct. Engrg., ASCE, 123(7), 958-966.
12. Neuenhofer, A., and Filippou, F. C. (1998). "Geometrically nonlinear flexibility-based frame finite element." J. Struct. Engrg., ASCE, 124(6), 704-711.
13. Razaqpur, A. G., and Nofal, M. (1989). "A finite element for modeling the nonlinear behavior of shear connectors in composite structures." Comp. Struct., 32(1), 169-174.
14. Salari, M. R., Spacone, E., Shing, P. B., and Frangopol, D. M. (1997). "Behavior of composite structures under cyclic loading." Build, to Last, Proc., ASCE Struct. Congr. XV, Vol. 1, L. Kempner Jr. and C. B. Brown, eds., ASCE, New York, 731-735.
15. Spacone, E., Filippou, F. C., and Taucer, F. F. (1996). "Fiber beam-column model for nonlinear analysis of R/C frames. I: Formulation." Earthquake Engrg. and Struct. Dyn., 25(7), 711-725.
16. Wegmuller, A. W., and Amer, H. N. (1977). "Nonlinear response of composite steel-concrete bridges." Comp. Struct., 7(2), 161-169.