A distributed plasticity model for cyclic analysis of concrete-filled steel tube beam-columns and composite frames

Engineering Structures

Volumn 20, Issue 4-6, 1998, Pages 398-412

  Hajjar, Jerome F ^a   Molodan, Aleksandr ^a   Schiller, Paul H ^b  

^a UNIVERSITY OF MINNESOTA   (United States)

^b BARR ENGINEERING COMPANY   (United States)

Author keywords

Concrete filled steel tube; Cyclic analysis; Distributed plasticity finite element

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); CYCLIC LOADS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; TUBULAR STEEL STRUCTURES;

COMPOSITE FRAME; CONCRETE FILLED STEEL TUBE; CYCLIC ANALYSIS; DISTRIBUTED PLASTICITY MODEL;

COMPOSITE STRUCTURES;

PLASTICITY MODEL; SEISMIC RESPONSE; STEEL TUBE;

EID: 0032055433     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00020-5     Document Type: Article

References (45)

1. Goel, S. C. and Yamanouchi, H. (eds) Proc. 1992 US-Japan Workshop on Composite and Hybrid Structures, Berkeley, CA, 1992, Research Report, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI, 1993
2. Ricles, J. M., Lu, L.-W., Sooi, T.-K. and Vermaas, G. W. 'Seismic performance of CFT column-to-WF beam moment connections', in Conns. in struct. strus III: beh., strength, and des., Bjorhovde, R., Colson, A. and Zandonini, R. (eds), Pergamon, Amsterdam, 1995, pp 99-114
3. Griffis, L. G. 'Composite frame construction', in Construct. Steel Des.: an int. guide, Dowling, P. J., Harding, J. E. and Bjorhovde, R. (eds), Elsevier Science Publishers, London, 1992, pp 523-553
4. Bridge, R. Q. and Webb, J. 'Thin-walled circular concrete filled steel tubular columns', in Compos. construct. steel and cone. II, Easterling, W. S. and Roddis, W. M. K. (eds), Engineering Foundation, ASCE, NY, 1993, pp 634-649
5. American Institute of Steel Construction, Inc. (AISC) Load and resistance factor design specification for structural steel buildings (2nd edn), AISC, Chicago, IL, 1993
6. Building Seismic Safety Council (BSSC) National earthquake hazard reduction program (NEHRP) recommended provisions for the development of seismic regulations for new buildings', Part I, Provisions, BSSC, Washington, DC, 1994
7. Kawaguchi, J., Morino, S., Atsumi, H. and Yamamoto, S. 'Strength deterioration behavior of concrete-filled steel tubular beam-columns under repeated horizontal loading', in Proc. 3rd Int. Conf. on Steel-Conc. Compos. Struct., Wakabayashi, M. (ed), Fukuoka, Japan, 1991, Assoc. Int. Coop. and Res. in Steel-Conc. Comp. Struct., 1991, pp 119-124
8. White, D. W. 'Material and geometric nonlinear analysis of local planar behavior in steel frames using interactive computer graphics', M.S. thesis, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY, 1985
9. Morales, L. E. 'Object-oriented software for advanced analysis of steel frames', M.S. thesis, School of Civil Engineering, Purdue University, West Lafayette, IN, 1994
10. Schiller, P. H. and Hajjar, J. F. 'A distributed plasticity formulation for three-dimensional rectangular concrete-filled steel tube beam-columns and composite frames', Report no. ST-96-5, Department of Civil Engineering, University of Minneapolis, Minneapolis, MN, 1996
11. Hajjar, J. F., Schiller, P. H. and Molodan, A. 'A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip', Engng Struct., 1997 (in press)
12. Shen, C., Mamaghani, I. H. P., Mizuno, E. and Usami, T. 'Cyclic behavior of structural steels. II: theory', J. Engng Mech., ASCE 1995, 121 (11), 1165-1172
13. Chen, E. S. and Buyukozturk, O. 'Constitutive model for concrete in cyclic compression', J. Engng Mech., ASCE, 1985, 111, 797-814
14. Hajjar, J. F. and Gourley, B. C. 'Representation of concrete-filled steel tube cross-section strength', J. Struct. Engng, ASCE, 1996, 122 (11), 1327-1336
15. Hajjar, J. F., Gourley, B. C. and Olson, M. C. (for Part II) 'A cyclic nonlinear model for concrete-filled tubes. I: formulation. II: verification', J. Struct. Engng, ASCE, 1996, 123(6), 736-754
16. Molodan, A. and Hajjar, J. F. 'A cyclic distributed plasticity model for analysis of three-dimensional concrete-filled steel tube beam-columns and composite frames', Report No. ST-96-6, Department of Civil Engineering, University of Minneapolis, Minneapolis, MN, 1997
17. Sherman, D. R. 'Tubular members', in Construct, steel des.: an int. guide, Dowling, P. J., Harding, J. E. and Bjorhovde, R. (eds), Elsevier Science Publishers, London, UK, 1992, pp 91-104
18. Sully, R. M. and Hancock, G. J. 'Behaviour of cold-formed SHS beam-columns', Research Report no. R696, School of Civil and Mining Engineering, University of Sydney, Sydney, Australia, 1994
19. Sakino, K. and Tomii, M. 'Hysteretic behavior of concrete-filled square steel tubular beam-columns failed in flexure', Trans., Japan Conc. Inst., 1981, 3, 439-446
20. Bridge, R. Q. 'Concrete-filled steel tubular columns', Res. Rep. no. R283, School of Civil and Mining Engineering, University of Sydney, Sydney, Australia, 1976
21. Tomii, M. and Sakino, K. 'Elasto-plastic behavior of concrete-filled square steel tubular beam-columns', Trans., Arch. Inst. Japan. 1979, 280, 111-120
22. Tsuji, B., Nakashima, M. and Morita, S. 'Axial compression behavior of concrete-filled circular steel tubes', in Proc. 3rd Int. Conf. Steel-Concrete Compos. Struct., Wakabayashi, M. (ed), Fukuoka, Japan, 1991, Assoc. Int. Coop. and Res. in Steel-Conc. Comp. Struct., 1991, pp 19-24
23. Mroz, Z. 'On the description of anisotropic workhardening', J. Mech. Phys. Solids, 1967, 15, 163-175
24. Dafalias, Y. F. and Popov, E. P. 'A model of nonlinearly hardening materials for complex loading', Acta Mech. 1975, 21, 173-191
25. Shen, C. 'Development of a cyclic two-surface model for structural steels with yield plateau', Ph.D. dissertation, Department of Civil Engineering, Nagoya University, Nagoya, Japan, 1993
26. Mamaghani, I. H. P., Shen, C., Mizuno, E. and Usami, T. 'Cyclic behavior of structural steels. I: experiments', J. Engng Mech., ASCE 1995, 121 (11), 1158-1164
27. Ohno, N. 'A constitutive model of cyclic plasticity with a nonhardening strain region', J. Appl. Mech. Trans., ASME 1982, 49, 721-727
28. Lee, G. C., Chang, K. C. and Sigura, K. 'The experimental basis of material constitutive laws of structural steel under cyclic and nonproportional loading', in Stability and ductility of steel structures under cyclic loading, Fukumoto, Y. and Lee, G. C. (eds), CRC Press, Boca Raton, FL, 1992, pp3-14
29. Mizuno, E., Shen, C., Tanaka, Y. and Usami, T. 'A uniaxial stress-strain model for structural steels under cyclic loading', in Stability and ductilily of steel structures under cyclic loading, Fukumoto, Y. and Lee, G. C. (eds), CRC Press, Boca Raton, FL, 1992, pp 37-48
30. LeMaitre, J. and Chaboche, J. Mechanics of solid materials, Cambridge University Press, Melbourne, Australia, 1990
31. Hashiguchi, K. 'Mechanical requirements and structures of cyclic plasticity models', Int. J. Plast., 1993, 9 (6), 721-748
32. Buyukozturk, O. and Ameur-Moussa, R. 'A bounding surface model for concrete', Bull. Tech. Univ. of Istanbul, 1988, 41, 169-199
33. Ameur-Moussa, R. and Buyukozturk, O. 'A bounding surface model for concrete', Nuc. Engng Des. 1990, 121, 113-125
34. Pagnoni, T., Slater, J., Ameur-Moussa, R. and Buyukozturk, O. 'A nonlinear three-dimensional analysis of reinforced concrete based on a bounding surface model', Comp. Struct. 1992, 43 (1), 1-12
35. Dafalias, Y. F. and Popov, E. P. 'Cyclic loading for materials with a vanishing elastic region', Nuc. Engng. Des. 1977, 41 (2), 293-302
36. Chen, W. F. and Han, D. J. Plasticity for structural engineers, Springer, New York, 1988
37. Tomii, M. and Sakino, K. 'Experimental studies on the ultimate moment of concrete-filled square steel tubular beam-columns', Trans., Arch. Inst. Japan, 1979, 275, 55-63
38. Morino, S., Kawaguchi, J., Yasuzaki, C. and Kanazawa, S. 'Behavior of concrete-filled steel tubular three-dimensional subassemblages', in Comp. construct. in steel and conc. II, Easterling, W. S. and Roddis, W. M. K. (eds). Engineering Foundation, ASCE, NY, 1993, pp 726-741
39. Lu, Y. Q. and Kennedy, D. J. L. 'The flexural behavior of concrete-filled hollow structural sections', Can. J. Civil Engng 1994, 21 (1), pp 111-130
40. American Society of Civil Engineers State-of-the-art report on finite element analysis of reinforced concrete, ASCE Task Committee, Nilson, A. (chairman), ASCE, NY, 1982
41. Sully, R. M. and Hancock, G. J. 'Behaviour of cold-formed SHS beam-columns', J. Struct. Engng, ASCE, 1996, 122 (3), 326-336
42. Shakir-Khalil, H. and Mouli, M. 'Further tests on concrete-filled rectangular hollow section columns', The Struct. Engineer, 1990, 68 (20), 405-413
43. Gourley, B. C., Hajjar, J. F. and Schiller, P. H. 'A synopsis of studies of the monotonie and cyclic behavior of concrete-filled steel tube beam-columns', Report no. ST-93-5.2, Department of Civil Engineering, University of Minneapolis, Minneapolis, MN, 1995
44. Shakir-Khalil, H. 'Tests on concrete-filled hollow section columns', in Proc. 3rd Int. Conf. on Steel-Conc. Comp. Struct., Wakabayashi, M. (ed), Fukuoka, Japan, 1991, Assoc. Int. Coop. and Res. in Steel-Conc. Comp. Struct., 1991, pp 89-94
45. Kawaguchi, J., Morino, S. and Yasuzaki, C. 'Elasto-plastic behavior of concrete-filled steel tubular three-dimensional subassemblages', Research Report, Faculty of Engineering, Mie University, 1991, 16, pp 61-78