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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 116
Numerical Modelling of a Strengthened Masonry Arch J. Brozovsky and M. Jasek
Faculty of Civil Engineering, VSB Technical University of Ostrava, Czech Republic Full Bibliographic Reference for this paper
J. Brozovsky, M. Jasek, "Numerical Modelling of a Strengthened Masonry Arch", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 116, 2014. doi:10.4203/ccp.106.116
Keywords: masonry, numerical modelling, finite element analysis, plasticity, Willam-Wanke..
Summary
This paper discusses a numerical investigation of a masonry structure in a monastery
in the Czech Republic. The numerical analysis has been used for identification of the
damaged parts of the structure. A non-linear numerical analysis of a selected part of
the structure (a masonry arch) is also discussed. The paper also includes results of a
numerical modelling of a planned rehabilitation of the arch.
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