Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65986
Title: Performance of repaired reinforced concrete slabs under static and cyclic loadings
Authors: Paramasivam, P. 
Ong, K.C.G. 
Ong, B.G.
Lee, S.L. 
Keywords: cyclic loading
deterioration
durability
flexural rigidity
Reinforced concrete slab
repair
spalled cover
Issue Date: 1995
Source: Paramasivam, P.,Ong, K.C.G.,Ong, B.G.,Lee, S.L. (1995). Performance of repaired reinforced concrete slabs under static and cyclic loadings. Cement and Concrete Composites 17 (1) : 37-45. ScholarBank@NUS Repository.
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. © 1995.
Source Title: Cement and Concrete Composites
URI: http://scholarbank.nus.edu.sg/handle/10635/65986
ISSN: 09589465
Appears in Collections:Staff Publications

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