| Issue |
MATEC Web Conf.
Volume 196, 2018
XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|
|
|---|---|---|
| Article Number | 02039 | |
| Number of page(s) | 8 | |
| Section | Building Structures | |
| DOI | https://doi.org/10.1051/matecconf/201819602039 | |
| Published online | 03 September 2018 | |
Assessment of shear capacity. Part I: Comparison of shear models used for RC beams design
Warsaw University of Technology,
ul. L. Kaczyńskiego 16,
00-637 Warszawa,
Poland
*
Corresponding author : maria.wlodarczyk@il.pw.edu.pl
This paper briefly describes commonly used methods of determination of shear strength of reinforced concrete beams. Classical method, Eurocode 2 approach and most complex approach proposed by P. D. Zararis in a series of papers are depicted and compared. Experimental tests of RC beams shown in the subsequent paper (Part II) are confronted with the model predictions.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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