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A platform for research: civil engineering, architecture and urbanism
Stability of initially stressed square plates with square openings
Abstract The stability of a simply supported square plate with openings under in-plane loading is analysed using a Finite Element program BUCSAP (BUCkling Structural Analysis Program). The openings are considered as square and central for the main study but rectangular and central for comparison with other work. Different magnitudes of tension and compression are assumed as initial pre-stress in the transverse direction before the longitudinal stress is applied. Two load cases have been considered. The longitudinal stress is assumed as uniform compression for Case 1 and is assumed as trapezoidal compression representing hydrostatic loading for Case 2. The results have been used to plot design charts.
Stability of initially stressed square plates with square openings
Abstract The stability of a simply supported square plate with openings under in-plane loading is analysed using a Finite Element program BUCSAP (BUCkling Structural Analysis Program). The openings are considered as square and central for the main study but rectangular and central for comparison with other work. Different magnitudes of tension and compression are assumed as initial pre-stress in the transverse direction before the longitudinal stress is applied. Two load cases have been considered. The longitudinal stress is assumed as uniform compression for Case 1 and is assumed as trapezoidal compression representing hydrostatic loading for Case 2. The results have been used to plot design charts.
Stability of initially stressed square plates with square openings
Jwalamalini, R. (author) / Sundaravadivelu, R. (author) / Vendhan, C.P. (author) / Ganapathy, C. (author)
Marine Structures ; 5 ; 71-84
1991-06-20
14 pages
Article (Journal)
Electronic Resource
English
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