Circular plates with one diametral stiffener - An elastic large deflection analysis

Computers and Structures

Volumn 63, Issue 4, 1997, Pages 775-783

  Turvey, G J ^a   Salehi, M ^b  

^a LANCASTER UNIVERSITY   (United Kingdom)

^b AMIRKABIR UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTER SOFTWARE; DEFLECTION (STRUCTURES); FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; PLATES (STRUCTURAL COMPONENTS); STRESS ANALYSIS; STRUCTURAL MEMBERS;

ANSYS FINITE ELEMENT PROGRAM; CIRCULAR PLATE THEORY; DYNAMIC RELAXATION ALGORITHM; EXTRAPOLATION; PLATE EQUATIONS; STIFFENER;

STRUCTURAL ANALYSIS;

EID: 0031142503     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(96)00077-6     Document Type: Article

References (10)

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9. ANSYS, Swanson Analysis Systems Inc., P.O. Box 65, Houston, PA 15342.
10. M. Salehi, Elasto-plastic large deflection response of radially stiffened circular, sector and annular sector plates. Ph.D. thesis, Lancaster University, June (1990).