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Effect of arrangement of reinforcement on behaviour of reinforced concrete slabs
Tests on 10 two-way spanning, simply supported reinforced concrete slabs are reported; slabs were designed to have similar ultimate loads but different arrangements of reinforcement were adopted; span/depth ratio was also varied; all slabs sustained loads higher than theoretical collapse load given by yield-line theory; increased carrying capacity due partly to tensile membrane action ranged from 26 to 80% depending on arrangement of reinforcement.
Effect of arrangement of reinforcement on behaviour of reinforced concrete slabs
Tests on 10 two-way spanning, simply supported reinforced concrete slabs are reported; slabs were designed to have similar ultimate loads but different arrangements of reinforcement were adopted; span/depth ratio was also varied; all slabs sustained loads higher than theoretical collapse load given by yield-line theory; increased carrying capacity due partly to tensile membrane action ranged from 26 to 80% depending on arrangement of reinforcement.
Effect of arrangement of reinforcement on behaviour of reinforced concrete slabs
Mag Concrete Research
Taylor, R. (author) / Maher, D.R.H. (author) / Hayes, B. (author)
1966
10 pages
Article (Journal)
English
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