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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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