Structural stability of unidirectional CFRP thin-walled open-section columns
Theoretical and experimental investigations into the compressive buckling behaviour of unidirectional CFRP thin- walled channel sections subject to built-in end conditions are described. Local and overall modes of instability are considered and the effects of transverse shear on both modes are discu...
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University of Plymouth
1981
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276717 |