Geometric factors influencing structural ductility in compact I-shaped beams

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 7, 2000, Pages 780-789

  Earls, Christopher J ^a  

^a University of Pittsburgh   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; DUCTILITY; ELASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS;

I SHAPED BEAMS; STRUCTURAL DUCTILITY;

STEEL BEAMS AND GIRDERS;

EID: 0033738305     PISSN: 07339445     EISSN: None     Source Type: None    
DOI: 10.1061/(ASCE)0733-9445(2000)126:7(780)     Document Type: Article

References (21)

1. ABAQUS. (1999). Theory manual. Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, R.I.
2. American Institute of Steel Construction (AISC). (1994). Load and resistance factor design. American Institute of Steel Construction Inc., Chicago.
3. Azizinamini, A., Yakel, A., and Mans, P. (1998). "Flexural capacity of HPS-70W bridge girders." Final Rep., University of Nebraska-Lincoln.
4. Basler, K., and Thurlimann, B. (1961). "Strength of plate girders in bending." J. Struct. Div., ASCE, 87(6), 153-181.
5. Bijlaard, P. P. (1949). "Theory and Tests on the Plastic Stability of Plates and Shells." J. Aeronautical Sci., 16(9), 529-541.
6. Climenhaga, J. J., and Johnson, R. P. (1972). "Moment-rotation curves for locally buckled beams." J. Struct. Div., Proceedings of the American Society of Civil Engineers, New York 98(6), 1239-1254.
7. Earls, C. J. (1999). "On the inelastic failure of high strength steel I-shaped beams." J. Constr. Steel Res., 49(1), 1-24.
8. Earls, C. J., and Galambos, T. V. (1997). "Design recommendations for single angle flexural members." J. Constr. Steel Res., 43(1-3), 65-85.
9. European Committee for Standardization (CEN). (1992). "Design of steel structures. Part 1: General rules and rules for building." Eurocode 3, Brussels, Belgium.
10. Gioncu, V., Tirca, L., and Petcu, D. (1996). "Interaction between in-plane and out-of-plane plastic buckling of wide-flange section members." Proc., Coupled Instabilities in Metal Struct. Symp., Imperial College Press, London, 273-282.
11. Hancock, G. (1985). "Non-linear analysis of thin-walled I-sections in bending." Aspects of the analysis of plate structures: A volume in honour of W. H. Wittrick, D. J. Dawe, R. W. Horsington, G. Kamtekar, and G. H. Little, eds., Oxford University Press, New York, 251-268.
12. Kemp, A. R. (1996). "Inelastic local and lateral buckling in design codes." J. Struct. Engrg., ASCE, 122(4), 374-382.
13. Kemp, A. R., and Dekker, N. W. (1991). "Available rotation capacity in steel and composite beams." The Struct. Engr., London, 69(5), 88-97.
14. Kuhlmann, U. (1989). "Definition of flange slenderness limits on the basis of rotation capacity values." J. Constr. Steel Res., 14, 21-40.
15. Lay, M. G. (1965). "Flange local buckling in wide flange shapes." J. Struct. Div., ASCE, 91(6), 95-116.
16. Lay, M. G., and Galamabos, T. V. (1965). "Experiments on high strength steel members." Welding Res. Council Bull., No. 110, 1-16.
17. Plastic design in steel, A guide and commentary. (1971). ASCE, New York, 80.
18. Schilling, C. G. (1988). "Moment-rotation tests of steel bridge girders." J. Struct. Engrg., ASCE, 114(1), 134-149.
19. White, D. W. (1994). "Analysis of the inelastic moment-rotation behavior of non-compact steel bridge girders." Rep. CE-STR-94-1, School of Civ. Engrg., Purdue University, West Lafayette, Ind.
20. White, D. W., and Barth, K. E. (1998). "Strength and ductility of com-pact-flange I-girders in negative bending." J. Constr. Steel Res., 45(3), 241-280.
21. White, D. W., Ramirez, J. A., and Barth, K. E. (1997). "Moment-rotation relationships for unified autostress designs of continuous-span bridge beams and girders." Rep. FHWA/IN/JTRP-97/8, U.S. Department of Transportation, Fed. Hwy. Administration, Washington, D.C.