| Issue |
MATEC Web Conf.
Volume 196, 2018
XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|
|
|---|---|---|
| Article Number | 02040 | |
| Number of page(s) | 6 | |
| Section | Building Structures | |
| DOI | https://doi.org/10.1051/matecconf/201819602040 | |
| Published online | 03 September 2018 | |
Assessment of shear capacity. Part II: Experimental test
Warsaw University of Technology,
ul. L. Kaczyńskiego 16,
00-637 Warszawa,
Poland
*
Corresponding author : maria.wlodarczyk@il.pw.edu.pl
Results of experiments carried out on beams with varying shear reinforcement are presented. Depending on the amount of transverse reinforcement different failure modes with different ultimate loads were recorded. The results were compared to theoretical load capacity estimates. Three models for shear capacity were used: classical, EC and Zararis described in the accompanying paper [1]. When shear failure mode governs beam behaviour, theoretical results according to the EC and Zararis are in good compatibility with experiments.
© 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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