Evaluating the performance of skewed prestressed concrete bridge after strengthening

Abstract: The objectives of this paper are to explain the application of repairing and strengthening methods on the damaged members of the bridge structure, to analyze the static and dynamic structural response under static and dynamic loads after strengthening, and to evaluate the structural performance after application of strengthening method. The repairing and strengthening methods which are used in this study include treatment of the cracks, thickening the web of box girder along the bridge length and adding internal pre-stressing tendons in the thickening web, and construct reinforced concrete cross beams (diaphragms) between two box girders. The results of theoretical analysis of static and dynamic structural responses after strengthening show that the tensile stresses are decreased and become less than the allowable limit values in the codes. The values of vertical deflection are decreased after strengthening. The values of natural frequencies after strengthening are increased, indicating that the strengthening method is effective to reduce the vibration of the bridge structure. Therefore, the strengthening methods are effective to improve the bearing capacity and elastic working state of the bridge structure and to increase the service life of the bridge structure.

Object Details

• Location: Deutsche Nationalbibliothek Frankfurt am Main
• Extent: Online-Ressource
• Language: Englisch

References and Relationships

• Bibliographic citation: Evaluating the performance of skewed prestressed concrete bridge after strengthening ; volume:3 ; number:2 ; year:2013 ; pages:329-347 ; extent:19 ; Open engineering ; 3, Heft 2 (2013), 329-347 (gesamt 19)

Contributors, Places and Time

• Creator: Naser, Ali ; Zonglin, Wang

Further information

• DOI: 10.2478/s13531-012-0061-x
• URN: urn:nbn:de:101:1-2412141719548.773655450600
• Rights: Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
• Last update: 15.08.2025, 7:26 AM CEST