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M.E. Stavroulaki¹, B. Riveiro², G.A. Drosopoulos³, P. Arias² and G.E. Stavroulakis¹

¹Technical University of Crete, Greece
²University of Vigo, Spain
³Leibniz University of Hannover, Germany

doi:10.4203/ccp.106.242

M.E. Stavroulaki, B. Riveiro, G.A. Drosopoulos, P. Arias, G.E. Stavroulakis, "Integrated Modeling and Evaluation of Masonry Bridges using Terrestrial Photogrammetry", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 242, 2014. doi:10.4203/ccp.106.242

Keywords: structural analysis, photogrammetry, finite element analysis, damage mechanics..

Summary

A numerical model for the study of the ultimate behaviour of a real stone arch is presented in this paper. For the exact representation of the geometry, terrestial photogrammetry is used since the geometry deviations and damage influence the mechanical behaviour of existing structures. A finite element analysis damage model is then developed. The model is validated in a single arch, where comparison with a discrete computational model is considered. The classical four hinge mechanism appears in the arch. A model of the whole structure is finally developed. Results show how damage is developed in the body of the arch, for loadings that include forces, or vertical and transverse displacements in the supports.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 106 PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: Paper 242 Integrated Modeling and Evaluation of Masonry Bridges using Terrestrial Photogrammetry M.E. Stavroulaki¹, B. Riveiro², G.A. Drosopoulos³, P. Arias² and G.E. Stavroulakis¹ ¹Technical University of Crete, Greece ²University of Vigo, Spain ³Leibniz University of Hannover, Germany doi:10.4203/ccp.106.242 purchase the full-text of this paper Full Bibliographic Reference for this paper M.E. Stavroulaki, B. Riveiro, G.A. Drosopoulos, P. Arias, G.E. Stavroulakis, "Integrated Modeling and Evaluation of Masonry Bridges using Terrestrial Photogrammetry", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 242, 2014. doi:10.4203/ccp.106.242 Keywords: structural analysis, photogrammetry, finite element analysis, damage mechanics.. Summary A numerical model for the study of the ultimate behaviour of a real stone arch is presented in this paper. For the exact representation of the geometry, terrestial photogrammetry is used since the geometry deviations and damage influence the mechanical behaviour of existing structures. A finite element analysis damage model is then developed. The model is validated in a single arch, where comparison with a discrete computational model is considered. The classical four hinge mechanism appears in the arch. A model of the whole structure is finally developed. Results show how damage is developed in the body of the arch, for loadings that include forces, or vertical and transverse displacements in the supports. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £65 +P&P)
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