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Buckling of plates with strengtheningsKosel, Franc ; Petrišič, JožeǂThe ǂpaper treats the influence of either weakening or strengthening of rectangular plates on the critical external buckling load. The plate geometry was chosen so that the buckling process takes ... place in the elastic range. The external load per unit length acts on two parallel edges of the plate which is simply supported. From the analysis of the results which are presented in graphs one can see that the weakening or strengthening has an essential influence on the buckling process. The very much weakened rectangular plates buckle locally but the rectangular plates with ratio t/h(0)=0.13, or with greater ratios, buckle globally in one half-wave in the case when a plate is simply supported.Source: GAMM 98 : annual meeting, Bremen, Germany, April 6-9, 1998. Section 1-8, Short communications in mathematics and mechanics (Str. S 351-S 352)Type of material - conference contributionPublish date - 1999Language - englishCOBISS.SI-ID - 2993435
Author
Kosel, Franc |
Petrišič, Jože
Topics
mehanika |
plošče |
stabilnost plošč |
plošče pravokotne |
ojačitve plošč |
geometrija plošč |
analize stabilnosti |
metode končnih elementov
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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Kosel, Franc | 01698 |
Petrišič, Jože | 05474 |
Source: Personal bibliographies
and: SICRIS
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