Instability of thin-walled sections
An investigation is made of the instability of thin-walled sections. A versatile computer program based on the finite element method of structural analysis is developed which is capable of determining the critical loads and buckling modes of arbitrarily shaped closed or open thin-walled sections und...
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University of Surrey
1973
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.480466 |