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Assessment of structural concrete members using the fib modelcode 2010 shear provisions
Publikationstyp
Conference Paper
Date Issued
2013
Sprache
English
Author(s)
Institut
TORE-URI
Citation
Assessment, upgrading and refurbishment of infrastructures : IABSE conference Rotterdam 2013 ; [Rotterdam, The Netherlands, May 6 - 8, 2013] / International Association for Bridge and Structural Engineering, IABSE. - Zürich : IABSE, 2013. - Seite
Contribution to Conference
Scopus ID
Publisher
IABSE
In this contribution the fib Model Code 2010 (MC10) shear provisions for members with shear reinforcement are outlined. Furthermore, they are compared to those of the Eurocode 2 (EC2). The Model Code developments comprise two novelties: These include the concept of the Levels of Approximation (LoA) and the dependence of the member's strength on its strain state. The idea behind MC10 is to have a solid basis for the design as well as the structural analysis of members in shear (assessment). Additionally, future developments should be enabled and a framework for this defined. In the comparison of the two codes it is shown that the results are partially in good agreement but deviate from each other in certain ranges of parameters.
Subjects
Assessment
Concrete structures
Design
ModelCode
Shear
DDC Class
690: Hausbau, Bauhandwerk