MATEC Web Conf.
Volume 323, 202010th International Conference of Advanced Models and New Concepts in Concrete and Masonry Structures (AMCM 2020)
|Number of page(s)||10|
|Section||Adnanced Models and New Concepts in Masonry Structures|
|Published online||05 October 2020|
Analysis of confined masonry with Strut and Tie models
1 Silesian University of Technology, Department of Building Structures, 44-100 Gliwice, Poland
2 Solbet Spółka z o.o., 86-050 Solec Kujawski, Poland
* Corresponding author: firstname.lastname@example.org
Strut & Tie (S-T) models are used quite commonly for the analysis of reinforced concrete structures and in the calculation of masonry structures. Creating the S-T model of the confined masonry is slightly different from models of reinforced concrete or models of classic masonry structures. These models should take into account different stiffness of concrete and masonry. This article proposes a Strut & Tie model for the analysis of confined masonry. The results of calculations were compared with the results of tests of full scale masonry walls with and without opening. Good compliance of the calculation results of S-T models with the test results was obtained.
© The Authors, published by EDP Sciences, 2020
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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