Publisher DOI: 10.1002/best.201800106
Title: Querkrafttragfähigkeit von Stahlbetonplatten ohne Querkraftbewehrung unter konzentrierten Einzellasten: Teil 2: Vorschlag für ein neues Bemessungskonzept
Language: German
Authors: Henze, Lukas 
Harter, Maike 
Rombach, Günter A. 
Issue Date: Apr-2019
Source: Beton- und Stahlbetonbau 4 (114): 202-216 (2019-04)
Journal or Series Name: Beton- und Stahlbetonbau 
Abstract (english): Shear capacity of reinforced concrete slabs without transverse reinforcement under concentrated loads. Part 2: Proposal for a new design model. Despite intense national and international research activities, the shear capacity of reinforced concrete slabs without shear reinforcement has not yet been satisfactorily clarified. Numerous older deck slabs of concrete bridges show a lack of shear resistance in the transverse direction. Retrofitting is hardly possible. In this paper, a design model is presented on the basis of tests and statistical investigations, which results in approx. 50 % greater shear capacities than according to current regulations. © 2019, Ernst und Sohn. All rights reserved.
URI: http://hdl.handle.net/11420/2377
ISSN: 0005-9900
Institute: Massivbau B-7 
Type: (wissenschaftlicher) Artikel
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