Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.1851
Publisher DOI: 10.1016/j.proeng.2011.07.015
Title: Shear design of concrete members without shear reinforcement - A solved problem?
Language: English
Authors: Rombach, Günter A. 
Kohl, Matthias 
Vu Hong Nghiep 
Keywords: Shear design;Concrete bridge decks;Shear capacity of haunched beams
Issue Date: 2011
Publisher: Elsevier
Source: Procedia Engineering 14 (2011) 134-140
Journal or Series Name: Procedia engineering 
Abstract (english): 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.
Conference: 12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12; Hong Kong 
URI: http://tubdok.tub.tuhh.de/handle/11420/1854
DOI: 10.15480/882.1851
ISSN: 1877-7058
Institute: Massivbau B-7 
Type: (wissenschaftlicher) Artikel
License: CC BY-NC-ND 3.0 (Attribution-NonCommercial-NoDerivatives) CC BY-NC-ND 3.0 (Attribution-NonCommercial-NoDerivatives)
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