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- W2094120558 abstract "A total of 50 repaired and unrepaired reinforced concrete slab specimens were tested under static and cyclic loading conditions in this study. The specimens were of rectangular cross-section, 300 × 80 mm, and tested in flexure, simply-supported on a span of 600 mm under a line load at mid-span. Four types of specimens were tested. These include control specimens, which were unrepaired, and three other types of repaired specimens with cover reinstatement up to: the level of the reinforcing steel; mid-depth of the reinforcing steel; and full depth of the reinforcing steel, respectively. The performance of specimens statically-loaded to failure was monitored, while the deterioration of flexural rigidity of specimens subjected to cyclic loading was evaluated after being subjected to a predetermined number of cycles at various stress ranges. The results of experimental tests are summarized and discussed in this paper." @default.
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- W2094120558 date "1995-01-01" @default.
- W2094120558 modified "2023-09-27" @default.
- W2094120558 title "Performance of repaired reinforced concrete slabs under static and cyclic loadings" @default.
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- W2094120558 doi "https://doi.org/10.1016/0958-9465(95)95758-r" @default.
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