Plastic hinge development of frame members using a nonlinear hardening rule

Journal of Structural Engineering

Volumn 131, Issue 8, 2005, Pages 1286-1293

  Attard, T ^a   Fafitis, A ^b  

^a University of New Hampshire   (United States)

^b Arizona State University   (United States)

Author keywords

Constitutive models; Degradation; Nonlinear response; Plastic deformation; Plastic hinges; Stress distribution; Stress strain relations

Indexed keywords

CONSTITUTIVE MODELS; NONLINEAR RESPONSE; PLASTIC HINGES; STRESS STRAIN RELATIONS;

DEGRADATION; FINITE ELEMENT METHOD; FUNCTIONS; HARDENING; MATHEMATICAL MODELS; PARAMETER ESTIMATION; PLASTIC DEFORMATION; PLASTICS; STRAIN; STRESS CONCENTRATION; STRUCTURAL FRAMES;

HINGES;

EID: 24344509815     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:8(1286)     Document Type: Review

References (36)

1. Attalla, M., Deierlein, G., and McGuire, W. (1994). "Spread of plasticity - quasi-plastic-hinge approach." J. Struct. Eng., 120(8), 2451-2473.
2. Attard, T. (2003). "Modeling of higher-mode effects in various frame structures using a pushover analysis." Doctoral Dissertation, Arizona State University, Tempe, Ariz.
3. Ballio, G., and Perotti, F. (1987). "Cyclic behaviour of axailly loaded members: numerical simulation and experimental verification." J. Constr. Steel Res., 7(1), 3-41.
4. Barsan, G., and Chiorean, C. (1999). "Computer program for large deflection elasto-plastic analysis of semi-rigid steel frameworks." Comput. Struct., 72(6), 699-711.
5. Bayrak, O., and Sheikh, S. (2001). "Plastic hinge analysis." J. Struct. Eng., 127(9), 1092-1100.
6. Brunig, M. (1998). "Nonlinear finite element analysis based on a large strain deformation theory of plasticity." Comput. Struct., 69(1), 117-128.
7. Carnicero, A., Perera, R., and Alarcon, E. (1999). "Simplified model of low cycle fatigue for RC frames." J. Struct. Eng., 125(10), 1200-1202.
8. Chen, P., and Powell, G. (1982). "Generalized plastic hinge concepts for 3D beam-column elements." EERC Rep. No. 80/20, Univ. of California, Berkeley, Calif.
9. Clarke, M., Bridge, R., Hancock, G., and Trahair, N. (1991). "Design using advanced analysis." SSRC Annual Tech. Session Proc., Lehigh Univ., Bethlehem, Pa., 27-40.
10. Dafalias, Y., and Popov, E. (1975). "A model of nonlinearly hardening materials for complex loading." Acta Mech., 21(3), 173-192.
11. Elnashai, A., and Elghazouli, A. (1993). "Performance of composite steel/concrete members under earthquake loading. Part I: Analytical Model." Earthquake Eng. Struct. Dyn., 22(4), 315-345.
12. Elnashai, A., and Izzuddin, B. (1993). "Modeling of material nonlinearities in steel structures subjected to transient dynamic loading." Earthquake Eng. Struct. Dyn., 22(6), 509-532.
13. Englekirk, R. (1994). Steel structures: Controlling behavior through design, Wiley, New York.
14. Gao, L., and Haldar, A. (1995). "Nonlinear seismic analysis of space structures with partially restrained connections." Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 32(5), 240A-240A.
15. Goldsworthy, H., and Stevens, L. (1992). "Energy dissipation in determinate steel beams." J. Struct. Eng., 118(1), 1-17.
16. Iwan, W. D. (1967). "On a class of models for the yielding behavior of continuous and composite systems." J. Appl. Mech., 34(3), 612-617.
17. Jiang, W. (1999). "General kinematic-isotropic hardening model." J. Eng. Mech., 125(4), 487-490.
18. Jiang, X., Chen, H., and Liew, J. Y. R. (2002). "Spread of plasticity analysis of three-dimensional steel frames." J. Constr. Steel Res., 58(2), 193-212.
19. Karabinis, A., and Kiousis, P. (2001). "Plasticity model for reinforced concrete elements subjected to overloads." J. Struct. Eng., 127(11), 1251-1256.
20. Kim, S., and Lee, J. (2001). "Improved refined plastic-hinge analysis accounting for local buckling." Eng. Struct., 23(8), 1031-1042.
21. Kratzig, W., and Niemann, H. (1996). Dynamics of civil engineering structures, A. A. Balkema, Rotterdam, The Netherlands.
22. Liew, J., Chen, H., Shanmugam, N., and Chen, W. (2000). "Improved nonlinear plastic hinge analysis of space frame structures." Eng. Struct., 22(10), 1324-1338.
23. Liew, J., Yu, C., Ng, Y., and Shanmugam, N. (1997). "Testing of semirigid, unbraced frames for calibration of 2nd order inelastic analysis." J. Constr. Steel Res., 41(2/3), 159-195.
24. Marcon, A., Bittencourt, E., and Creus, G. (1999). "On the integration of stresses in large deformations plasticity." Eng. Comput., 16(1), 49-69.
25. Martin, J. B. (1975). Plasticity: Fundamentals and general results, MIT Press, Cambridge, Mass.
26. Mendleson, A. (1968). Plasticity: Theory and application, Macmillan, New York.
27. Needleman, A. (1985). "On finite element formulations for large elasticplastic deformations." Comput. Struct., 20(1-3), 247-257.
28. Petersson, H., and Popov, E. (1977). "Constitutive relations for generalized loading." J. Eng. Mech. Div., 103(4), 611-627.
29. Phillips, A., and Lee, C. (1979). "Yield surfaces and loading surfaces. Experiments and recommendations." Int. J. Solids Struct., 15(9), 715-729.
30. Popov, E. (1987). "Panel zone flexibility in seismic moment joints." J. Constr. Steel Res., 8, 91-118.
31. Prager, W. (1955). "The theory of plasticity: A survey of recent achievements." Proc. Inst. Mech. Eng., 169, 41-57.
32. Shames, I., and Cozzarelli, F. (1992). Elastic and inelastic stress analysis, Prentice-Hall, Englewood Cliffs, N.J.
33. Shen, C., Mamaghani, I., Mizuno, E., and Usami, T. (1995). "Cyclic behavior of structural steels. II: Theory." J. Eng. Mech., 121(11), 1165-1172.
34. Uniform Building Code. (1997). International Conf. of Building Officials, Pasadena, Calif.
35. Usami, T., Gao, S., and Ge, H. (2000). "Elastoplastic analysis of steel members and frames subjected to cyclic loading." Eng. Struct., 22(2), 135-145.
36. White, D. (1985). "Material and geometric nonlinear analysis of local planar behavior in steel frames using interactive computer graphics." MS thesis, Cornell Univ., Ithaca, N.Y.