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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 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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