Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Herausgeber:in) / Parke, G. A. R. (Herausgeber:in) / Ryall, M. J. (Herausgeber:in) / Cairns, John (Autor:in)
Bridge Management ; Kapitel: 56 ; 643-653
01.01.1990
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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