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Shear design of concrete members without shear reinforcement - A solved problem?
Citation Link: https://doi.org/10.15480/882.1851
Publikationstyp
Journal Article
Date Issued
2011
Sprache
English
Author(s)
Institut
TORE-DOI
Journal
Volume
14
Issue
14 (2011)
Start Page
134
End Page
140
Citation
Procedia Engineering 14 (2011) 134-140
Contribution to Conference
Publisher DOI
Scopus ID
Publisher
Elsevier
The design of concrete members for shear without stirrups has become a major issue worldwide especially for bridge decks as the shear capacity according to the 'new' regulations like the Eurocode often gives significant smaller values than the one predicted by former codes. Therefore nowadays stirrups are required in bridge decks. In addition the safety of existing structures mainly build without shear reinforcement has been brought into focus. The lack of the available design models will be demonstrated by comparing the results of various codes. The inaccuracy of the EC2 approach is checked by means of a shear database. Experimental as well as numerical studies revealed that the shear capacity of haunched beams is different from members with constant height. It is questionable whether this behavior is caused by the vertical component of the inclined compression chord Vcc.
Subjects
Shear design
Concrete bridge decks
Shear capacity of haunched beams
DDC Class
620: Ingenieurwissenschaften
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