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Membrane action in flexure of rectangular plates with restrained edges
Plastic analysis is applied to evaluation of membrane action in transversally loaded reinforced concrete slabs with edges restrained against lateral movement; relations of large deflection theory of flexure together with yield condition, appropriate for reinforced concrete slabs, are used to obtain load-deflection curves both in compressive and tensile membrane action; membrane action is found to influence considerably actual carrying capacities of slabs; developed method yields continuous transition from compressive membrane response to tensile one.
Membrane action in flexure of rectangular plates with restrained edges
Plastic analysis is applied to evaluation of membrane action in transversally loaded reinforced concrete slabs with edges restrained against lateral movement; relations of large deflection theory of flexure together with yield condition, appropriate for reinforced concrete slabs, are used to obtain load-deflection curves both in compressive and tensile membrane action; membrane action is found to influence considerably actual carrying capacities of slabs; developed method yields continuous transition from compressive membrane response to tensile one.
Membrane action in flexure of rectangular plates with restrained edges
Int Symposium Flexural Mechanics Reinforced Concrete -- Proc
Sawczuk, A. (author)
Proceedings of the International Symposium on Flexural Mechanics of Reinforced Concrete ; 1964 ; United States , Miami, FL
1964
12 pages
Conference paper
English
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