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A platform for research: civil engineering, architecture and urbanism
Theory is developed for load carried at large deflections by tensile membrane action of uniformly loaded rectangular slabs with edges restrained against all translation; it is assumed that reinforcement acts as plastic membrane; on comparison with test results theory is shown to be conservative; load carried by tensile membrane action is found to be considerable and for heavily reinforced slabs it can exceed ultimate flexural strength.
Theory is developed for load carried at large deflections by tensile membrane action of uniformly loaded rectangular slabs with edges restrained against all translation; it is assumed that reinforcement acts as plastic membrane; on comparison with test results theory is shown to be conservative; load carried by tensile membrane action is found to be considerable and for heavily reinforced slabs it can exceed ultimate flexural strength.
Tensile membrane behaviour of uniformly loaded rectangular reinforced concrete slabs with fully restrained edges
Mag Concrete Research
Park, R. (author)
1964
6 pages
Article (Journal)
English
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