On inelastic buckling of high strength steel beams under moment gradient

Proceedings - Annual Technical Session, Structural Stability Research Council

Volumn , Issue , 1997, Pages

  Earls, Christopher J ^a   Galambos, Theodore V ^b   Hajjar, Jerome F ^b  

^a UNITED STATES MILITARY ACADEMY   (United States)

^b UNIVERSITY OF MINNESOTA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAM INSTABILITY; DESIGN CODES; INELASTIC UUCKLING; MOMENT GRADIENTS;

BUCKLING; FLANGES; GRADIENT METHODS; STRAIN; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; TORSIONAL STRESS;

STEEL BEAMS AND GIRDERS;

EID: 3042589656     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

1. ABAQUS (1996), ABACUS Theory Manual, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, Rhode Island.
2. American Institute of Steel Construction (1994), Load and Resistance Factor Design, Second Edition, American Institute of Steel Construction Inc., Chicago, Illinois.
3. Galambos, T.V., Hajjar, J.F., Earls, C.J., Gross, J.L. (1997), "Required Properties of High - Performance Steels," Report of Research Sponsored by the National Institute of Standards and Technology, Gaitherburg, Maryland.
4. Green, P.S., Sooi, T.K., Ricles, J.M., Sause, R., Kelly, T. (1994), "Inelastic Behavior of Structural Members Fabricated from High Performance Steel," 1994 Annual Technical Session, June 20, Proceedings, Structural Stability Research Council, Lehigh University, Bethlehem, PA, pp. 435-455.
5. Hill, R. (1950), The Mathematical Theory of Plasticity, Oxford University Press, Ely House, London.
6. Budiansky, B., Sanders, J. L. (1963), "On the 'Best' First-Order Linear Shell Theory," Progress in Applied Mechanics - the Prager Anniversary Volume, The Macmillan Company, New York, New York.
7. Ricles, J.M., Sause, R., Green, P.S. (1997), "High-Strength Steel: Implications of Geometric and Material Characteristics on Rotation Capacity," Engineering Structures, (to appear).