Web buckle at I-40 bridge test

Journal of Bridge Engineering

Volumn 1, Issue 1, 1996, Pages 34-36

  Minor, John ^a,b   Woodward, Clinton ^a,b  

^a NEW MEXICO STATE UNIVERSITY   (United States)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BENDING (DEFORMATION); BRIDGE COMPONENTS; BUCKLING; DEFECTS; FINITE ELEMENT METHOD; MECHANICAL TESTING; MODAL ANALYSIS; NUMERICAL METHODS; SPECTROSCOPY; STRESSES; STRUCTURAL ANALYSIS;

BENDING STRESS; BRIDGE FIELD TEST; CENTER SPAN GIRDERS; CLASSICAL BUCKLING EQUATIONS; COMPRESSIVE STRESS; STRENGTH OF MATERIALS EQUATIONS; THREE SPAN CONTINUOUS STEEL PLATE GIRDER BRIDGE; WEB BUCKLE;

STEEL BRIDGES;

EID: 0030084696     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1996)1:1(34)     Document Type: Article

References (3)

1. Bleich, F. (1952). Buckling strength of metal structures. Engrg. Soc. Monographs, McGraw-Hill Book Co., New York, N.Y., Ch. IX, 302-357.
2. Johnston, B. G., ed. (1966). Column research council guide to design criteria for metal compression members, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y., 59-63.
3. Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. Engrg. Soc. Monographs, McGraw-Hill Book Co., Inc., New York, N.Y., 348-439.