A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
An Analysis of the Behaviour of Reinforced Concrete Beams Following Deterioration and Repair
Results of a study of the redistribution of stress in reinforced concrete beams following repair are presented. A non-linear analytical model which permits removal and replacement of parts of a reinforced concrete section has been set up, and is used to compare the performance of repaired and equivalent ‘as new’ beams. The effects of relieving dead loads during a repair are considered.
An Analysis of the Behaviour of Reinforced Concrete Beams Following Deterioration and Repair
Results of a study of the redistribution of stress in reinforced concrete beams following repair are presented. A non-linear analytical model which permits removal and replacement of parts of a reinforced concrete section has been set up, and is used to compare the performance of repaired and equivalent ‘as new’ beams. The effects of relieving dead loads during a repair are considered.
An Analysis of the Behaviour of Reinforced Concrete Beams Following Deterioration and Repair
Harding, J. E. (editor) / Parke, G. A. R. (editor) / Ryall, M. J. (editor) / Cairns, John (author)
Bridge Management ; Chapter: 56 ; 643-653
1990-01-01
11 pages
Article/Chapter (Book)
Electronic Resource
English
Deterioration and Structural Performance of Reinforced Concrete Beams
| British Library Conference Proceedings | 2004
Reinforced Concrete: Principles of its Deterioration and Repair
| British Library Conference Proceedings | 1996
Behaviour of patch repair of axially loaded reinforced concrete beams
| Online Contents | 2006