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- W3109732316 abstract "This paper studying the flexural behavior of reinforced concrete with two-way slabs repairing by (CFRP). Normal concrete was used to cast the reinforced concrete two-way slabs. The experimental works includes testing four reinforced concrete with two-way slabs having dimensions (1050 mm x1050 mm x 60 mm) and with reinforcement (Ø8 @100 mm). All slabs had been subjected to concentrated load and tested as simply supported for all four sides of slabs. So this work including one slab which is not repairing as (control) and three slabs with repairing, the three slabs can be divided into two groups tested as different percentage (50 % and 75 %) of load, and as different configuring shapes of repairing (two shapes)." @default.
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- W3109732316 date "2020-11-19" @default.
- W3109732316 modified "2023-09-26" @default.
- W3109732316 title "Performance enhancement of damaged two way concrete slabs" @default.
- W3109732316 cites W2038124976 @default.
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- W3109732316 doi "https://doi.org/10.1088/1757-899x/928/2/022156" @default.
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