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  4. Background to the fib Model Code 2010 shear provisions - Part I: Beams and slabs
 
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Background to the fib Model Code 2010 shear provisions - Part I: Beams and slabs

Publikationstyp
Journal Article
Date Issued
2013-07-05
Sprache
English
Author(s)
Sigrist, Viktor  
Bentz, Evan  
Fernández Ruiz, Miguel  
Foster, Stephen  
Muttoni, Aurelio  
Institut
Massivbau B-7  
TORE-URI
http://hdl.handle.net/11420/7568
Journal
Structural concrete  
Volume
14
Issue
3
Start Page
195
End Page
203
Citation
Structural Concrete 3 (14): 195-203 (2013)
Publisher DOI
10.1002/suco.201200066
Scopus ID
2-s2.0-84883509966
Publisher
Wiley
This paper examines the evidence for the one-way shear model developed for the fib Model Code for Concrete Structures 2010 and provides examples of its application. For the design and analysis for shear, for members with and without shear reinforcement, the fib Model Code 2010 procedures have been developed from physical-mechanical models that are based on observed behaviour at the meso-scale level; they represent a significant advance over previous standardized empirical methods. In addition, an approach referred to as "level of approximation" (LoA) is incorporated where advanced models are simplified in a consistent and conservative way such that the designer can select the effort needed to justify their design. To illustrate the practical use of the models and the LoA approach, two examples are presented. The first is a deck slab of a cut-and-cover tunnel where design and possible refinements are discussed for a given configuration. The second is a prestressed concrete bridge girder, which is considered for the cases of design and for the analysis of an existing structure.
Subjects
design
fib
Model Code
prestressed concrete
reinforced concrete
shear
DDC Class
690: Hausbau, Bauhandwerk
720: Architektur
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