Mixed formulation of nonlinear steel-concrete composite beam element

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 3, 2000, Pages 371-381

  Ayoub, Ashraf ^a,b   Filippou, Filip C ^c  

^a STANFORD UNIVERSITY   (United States)

^b UNIVERSITY OF CALIFORNIA   (United States)

^c Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPOSITE STRUCTURES; COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; CORRELATION METHODS; CYCLIC LOADS; HYSTERESIS; INTERPOLATION; MATHEMATICAL MODELS; STEEL STRUCTURES;

STEEL-COMPOSITE BEAM ELEMENTS;

COMPOSITE BEAMS AND GIRDERS;

EID: 0034155936     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:3(371)     Document Type: Article

References (33)

1. Adekola, A. O. (1968). "Partial interaction between elasticity connected elements of a composite beam." Int. J. Solids and Struct., 4, 1125-1135.
2. Amadio, C., and Fragiacomo, M. (1993). "A finite element model for the study of the creep and shrinkage effects in composite beams with deformable shear connections." Costruzioni Metalliche, (4), 213-228.
3. Ayoub, A., and Filippou, F. C. (1997). "A model for composite steel-concrete girders under cyclic loading." ASCE Struct. Congr. XV.
4. Ayoub, A., and Filippou, F. C. (1999). "Mixed formulation of bond slip problems under cyclic loads." J. Struct. Engrg., ASCE, 125(6), 661-671.
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.
6. Ciampi, V., and Carlesimo, L. (1986). "A nonlinear beam element for seismic analysis of structures." Proc., 8th Eur. Conf. on Earthquake Engrg., 6.3/73-6.3/80.
7. Cosenza, E., and Mazzolani, S. (1993). "Analisi in campo lineare di travi composte con conessioni deformabili: Formule esatte e resoluzioni alia differenze." 1st Indian Workshop on Compos. Struct., 1-21.
8. Daniels, B. J., and Crisinel, M. (1993). "Composite slab behavior and strength analysis. I: Calculation procedure." J. Struct. Engrg., ASCE, 119(1), 16-35.
9. "Design of composite steel and concrete structures, part 1-1: General rules and rules for buildings." (1992). Eurocode 4. European Committee for Standardization, Brussels.
10. de Veubeke, B. F. (1965). "Displacement and equilibrium models in finite element method." Stress Analysis, 145-197.
11. Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983). "Local bond stress-slip relationships of deformed bars under generalized excitations." Rep. No. UCB/EERC-83/23, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
12. El-Tawil, S., Sanz-Picon, C. F., and Deierlein, G. G. (1995). "Evaluation of ACI 318 and AISC (LRFD) strength provisions for composite beamcolumns." J. Constructional Steel Res., 34, 103-123.
13. Filippou, F. C., Popov, E. P., and Bertero, V. V. (1983). "Effects of bond deterioration on hysteretic behavior of reinforced concrete joints." Rep. No. UCB/EERC-83/19, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
14. 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 monotonie analysis." ST 97-1, University of Minnesota, Minneapolis.
15. Karsan, I. D., and Jirsa, J. O. (1969). "Behavior of concrete under compressive loadings." J. Struct. Div., ASCE, 95(12), 2543-2563.
16. McGarraugh, J. B., and Baldwin, J. W. (1971). "Lightweight concrete-on-steel composite beams." Engrg. J., 8(3), 90-98.
17. Menegotto, M., and Pinto, P. E. (1973). "Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending." Proc., IABSE Symp. on Resistance and Ultimate Deformability of Struct. Acted on by Well Defined Repeated Loads, 15-22.
18. Mirza, S. A., and Skrabek, B. W. (1991). "Reliability of short composite beam-column strength interaction." J. Struct. Engrg., ASCE, 117(8), 2320-2339.
19. Monti, G., Filippou, F. C., and Spacone, E. (1997). "Finite element for anchored bars under cyclic load reversals." J. Struct. Engrg., ASCE, 123(5), 614-623.
20. Neuenhofer, A., and Filippou, F. C. (1997). "Evaluation of nonlinear frame finite-element models." J. Struct. Engrg., ASCE, 123(7), 958-966.
21. Neuenhofer, A., and Filippou, F. C. (1998). "Geometrically nonlinear flexibility-based frame finite element." J. Struct. Engrg., ASCE, 124(6), 704-711.
22. Newmark, N. M., Siess, C. P., and Viest, I. M. (1951). "Tests and analysis of composite beams with incomplete interaction." Proc., Soc. for Experimental Stress Analysis, 9(1).
23. Robinson, H., and Naraine, K. S. (1988). "Slip and Uplift Effects in Composite Beams." Engrg. Found. Conf. on Compos. Constr.
24. Salari, M. R., Spacone, E., Shing, P. B., and Frangopol, D. (1998). "Nonlinear analysis of composite beams with deformable shear connectors." J. Struct. Engrg., ASCE, 124(10), 1148-1158.
25. Salari, R., Spacone, E., Shing, P. B., and Frangopol, D. M. (1997). "Behavior of composite structures under cyclic loading." ASCE Struct. Congr. XV, 731-735.
26. Scott, B. D. Park, R., and Priestley, M. J. N. (1982). "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates." ACI Struct. J., 79(1), 13-27.
27. Spacone, E., Filippou, F. C., and Taucer, F. F. (1996a). "Fiber beam-column model for nonlinear analysis of RC frames. I: Formulation." Earthquake Engrg. and Struct. Dyn., 25(7), 711-725.
28. Spacone, E., Filippou, F. C., and Taucer, F. F. (1996b). "Fiber beam-column model for nonlinear analysis of RC frames. II: Applications." Earthquake Engrg. and Struct. Dyn., 25(7), 727-742.
29. Timoshenko, S. P. (1925). "Analysis of bi-metal thermostats." J. Opt. Soc. Am., 11, 233-255.
30. Viest, I. M., Colaco, J. P., Furlong, R. W., Griffis, L. G., Leon, R. T., and Wyllie, L. A. (1997). Composite construction: Design for buildings. Wiley, New York.
31. Yassin, M. H. M. (1994). "Nonlinear analysis of prestressed concrete structures under monotonie and cyclic loads." PhD thesis, University of California, Berkeley, Calif.
32. Zienkiewicz, O. C., and Taylor, R. L. (1989). The finite element method. Volume I. Basic formulation and linear problems. McGraw-Hill, London.
33. Zienkiewicz, O. C., and Taylor, R. L. (1989). The finite element method. Volume 2. Solid and fluid mechanics, dynamics and non-linearity. McGraw-Hill, London.