Abstract

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.

Details

Title
Analysis of confined masonry with Strut and Tie models
Author
Drobiec, Łukasz; Mazur, Wojciech; Rybarczyk, Tomasz
Section
Adnanced Models and New Concepts in Masonry Structures
Publication year
2020
Publication date
2020
Publisher
EDP Sciences
ISSN
22747214
e-ISSN
2261236X
Source type
Conference Paper
Language of publication
English
DOI
https://doi.org/10.1051/matecconf/202032302002
ProQuest document ID
2487716923
Copyright
© 2020. This work is licensed under https://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and conditions, you may use this content in accordance with the terms of the License.