• search hit 19 of 66
Back to Result List

Evaluation of the bond behavior at the intermediate crack element with a special test procedure

  • The bond behavior of externally bonded reinforcement is one main parameter for the load bearing capacity of strengthened reinforced concrete structures. Because of the low bond force transfer at the outmost bending crack, the bond forces have also been transferred to elements between the cracks in order to effectively utilize the permissible stress of the CFRP strip. Two different experimental series on the bond behavior on the intermediate crack element were carried out. Small tests on an idealized intermediate crack element were made to evaluate the bond stress increase. In the second series parts of a structural element, which had the length of an intermediate crack element were tested to find out about other effects which only occur in the structural element. Based on these experimental data and the differential equation of the sway bond a new concept for the bond behavior of externally bonded reinforcement has been found out.

Export metadata

Additional Services

Share in Twitter Search Google Scholar Statistics
Metadaten
Author:Wolfgang FinckhGND, Konrad ZilchGND
DOI:https://doi.org/10.1007/978-3-642-17487-2_111
ISBN:978-3-642-17486-5
ISBN:978-3-642-17487-2
Parent Title (English):Advances in FRP Composites in Civil Engineering : Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010), Sep 27-29, 2010, Beijing, China
Publisher:Springer
Place of publication:Berlin ; Heidelberg
Editor:Lieping Ye, Peng Feng, Qingrui Yue
Document Type:conference proceeding (article)
Language:English
Year of first Publication:2011
Release Date:2022/11/26
First Page:517
Last Page:520
Institutes:Fakultät Bauingenieurwesen
Fakultät Bauingenieurwesen / Labor für konstruktiven Ingenieurbau
Begutachtungsstatus:peer-reviewed
Publication:Externe Publikationen
research focus:Gebäude und Infrastruktur
Licence (German):Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG
Einverstanden ✔
Diese Webseite verwendet technisch erforderliche Session-Cookies. Durch die weitere Nutzung der Webseite stimmen Sie diesem zu. Unsere Datenschutzerklärung finden Sie hier.