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Behavior of one-way concrete floor slabs reinforced with welded wire fabric
Factors considered were strength and ductility of wires coupled with absence of definite yield point, bond and anchorage properties that depend on both longitudinal and transversely welded wires, limit of 1/2 in. on diameter of wires, and also fact that slabs normally have low percentage of reinforcement; expression was obtained for average crack spacing in slabs reinforced with welded fabric; crack widths on tensile face of slab and at level of reinforcement were estimated.
Behavior of one-way concrete floor slabs reinforced with welded wire fabric
Factors considered were strength and ductility of wires coupled with absence of definite yield point, bond and anchorage properties that depend on both longitudinal and transversely welded wires, limit of 1/2 in. on diameter of wires, and also fact that slabs normally have low percentage of reinforcement; expression was obtained for average crack spacing in slabs reinforced with welded fabric; crack widths on tensile face of slab and at level of reinforcement were estimated.
Behavior of one-way concrete floor slabs reinforced with welded wire fabric
Am Concrete Inst -- J
Atlas, A. (author) / Siess, C.P. (author) / Kesler, C.E. (author)
1965
19 pages
Article (Journal)
English
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