Transverse-stiffener requirements for the post-buckling behaviour of a plate in shear

Thin-Walled Structures

Volumn 34, Issue 1, 1999, Pages 43-63

  Mijuskovic O ^a   Coric B ^b   Pavlovic M N ^c  

^a UNIVERSITY OF MONTENEGRO   (Montenegro)

^b UNIVERSITY OF BELGRADE   (Serbia)

^c IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; DEFLECTION (STRUCTURES); RIGIDITY; SHEAR STRESS; STIFFNESS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

STIFFENER RIGIDITY;

PLATES (STRUCTURAL COMPONENTS);

EID: 0345148488     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(98)00051-2     Document Type: Article

References (7)

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2. Bleich, F., Buckling Strength of Metal Structures. McGraw-Hill: New York, 1952.
3. Bulson SP. The Stability of Flat Plates. Chatto and Windus: London, 1970.
4. Škaloud M. Navrhovani pasu a sten ocelovych konstrukci z hlediska stability. Academia Praha: Prague, 1988.
5. Škaloud M. Optimum rigidity of stiffeners of webs and flanges. In: Narayanan, editor. Plated Structures. Stability and Strength. Elsevier Applied Science: London, 1983.
6. Mijušković O. Analiza optimalne krutosti poprečnih ukrućenja limenih nosača. M.Sc. thesis, University of Belgrade, 1997.
7. Timoshenko SP, Woinowsky-Krieger S. Theory of Plates and Shells. 2nd ed. McGraw-Hill: New York, 1959.