| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 10285465 | Construction and Building Materials | 2005 | 9 Pages |
Abstract
The efficiency of different repair and strengthening techniques and their effects on the structural behaviour of cracked one-way reinforced concrete slab had been analyzed. It was observed that the type of repair technique used will affect the load carrying capacity of the slab and will lead to a redistribution of the strains and hence stresses in both concrete and steel reinforcement. All repair techniques are found to be able to restore or enhance the structural capacity of cracked concrete slabs.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Waleed A. Thanoon, M.S. Jaafar, M. Razali A. Kadir, J. Noorzaei,