TECHNICAL PAPERS
Feb 1, 1983

Nonlinear Finite Element Analysis of Steel Frames

Publication: Journal of Structural Engineering
Volume 109, Issue 2

Abstract

A general formulation for the elastic and inelastic nonlinear analyses of multistory frames is presented. The inelastic analysis includes the effects of residual stresses, strain hardening, gradual penetration of yield through the cross section and the spread of inelastic zones along the member lengths. The technique is illustrated by solving a variety of problems for which alternative results are available.

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References

1.
Arnold, P., Adams, P. F., and Lu, W. L., “Strength and Behavior of an Inelastic Hybrid Frame,” Journal of the Structural Division, ASCE, Vol. 94, No. ST1, Jan., 1968, pp. 243–266.
2.
Bathe, K. J., and Wilson, E. L., Numerical Methods in Finite Element Analysis, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 1976.
3.
Elwi, A. A., and Murray, D. W., “Substructure Analysis of Plane Frames,” Structural Engineering Report, No. 64, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Canada, June, 1977.
4.
El‐Zanaty, M. H., and Murray, D. W., “Finite Element Programs for Frame Analysis,” Structural Engineering Report, No. 84, Department of Civil Engineering, Univ. of Alberta, Edmonton, Canada, Apr., 1980.
5.
Galambos, T. V., and Ketter, R. L., “Column Under Combined Bending and Thrust,” Transactions, ASCE, Vol. 126, Part 1, 1961, pp. 1–24.
6.
Gallagher, R. H., Padlog, J., and Bijlaard, P. P., “Stress Analysis of Heated Complex Shapes,” American Rocket Society Journal, Vol. 32, May, 1962, pp. 700–707.
7.
Greenbaum, G. A., and Rubinstein, M. F., “Creep Analysis of Axisymrnetric Bodies Using Finite Elements,” Nuclear Engineering and Design, Vol. 7, 1968, pp. 379–397.
8.
Hofmeister, L. D., Greenbaum, G. A., and Evenson, D. A., “Large Strain Elasto‐Plastic Finite Element Analysis,” American Institute of Aeronautics and Astronautics Journal, Vol. 9, No. 7, July, 1971, pp. 1248–1254.
9.
Korn, A., and Galambos, T. V., “Behavior of Elastic‐Plastic Frames,” Journal of the Structural Division, ASCE, Vol. 94, No. ST5, May, 1968, pp. 1119–1142.
10.
Marcal, P. V., “Thermal Mechanical Effects of Welding,” Presented at the Mar., 1972, National Symposium on Computerized Structural Analysis and Design, held at George Washington Univ., Washington, D.C.
11.
Murray, D. W., Chitnuyanondh, L., and Wong, C., “Implementation of an Elastic‐Plastic Concrete Relationship,” Computer Methods in Applied Mechanics and Engineering, Vol. 23, No. 1, July, 1980, pp. 35–57.
12.
Parikh, B. P., “Elastic‐Plastic Analysis and Design of Unbraced Multistory Steel Frames,” Fritz Engineering Laboratory, Report No. 273.44, Lehigh University, Bethlehem, May, 1966.
13.
Rajasekaran, S., and Murray, D. W., “Finite Element Solution of Inelastic Beam Equations,” Journal of the Structural Division, ASCE, Vol. 99, No. ST6, June, 1973, pp. 1025–1041.
14.
Rajasekaran, S., and Murray, D. W., “Solution Techniques for Geometrically Nonlinear Structures,” Structural Engineering Report, No. 42, Department of Civil Engineering, University of Alberta, Edmonton, Canada, Mar., 1973.
15.
Shanley, F. R., “Inelastic Column Theory,” Journal of the Aeronautical Science, Vol. 14, No. 5, May, 1947, pp. 261–268.
16.
Stricklin, J. A., et al., “Nonlinear Dynamic Analysis of Shells of Revolution by Matrix Displacement Method,” American Institute of Aeronautics and Astronautics Journal, Vol. 9, No. 4, Apr., 1971, pp. 629–636.
17.
Timoshenko, S. P., and Gere, M. J., “Theory of Elastic Stability,” 2nd ed., McGraw‐Hill Book Co., Inc., New York, N.Y., 1961.
18.
Turner, M. J., et al., “Large Deflections of Structures Subjected to Heating and External Loads,” Journal of the Aerospace Sciences, Vol. 27, No. 2, Feb., 1960, pp. 97–106.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 2February 1983
Pages: 353 - 368

History

Published online: Feb 1, 1983
Published in print: Feb 1983

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Authors

Affiliations

Mohamed H. El‐Zanaty
Asst. Prof., Dept. of Civ. Engrg., Cairo Univ., Cairo, Egypt
David W. Murray, M. ASCE
Prof. of Civ. Engrg., Univ. of Alberta, Edmonton, Canada, T6G267

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