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Unilateral contact analysis and failure prediction in stone bridges

Stavroulakis Georgios, M. E .Stawoulaki

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URI: http://purl.tuc.gr/dl/dias/5A9917E7-575B-407E-AD0C-D8192CE593E0
Year 2003
Type of Item Peer-Reviewed Journal Publication
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Bibliographic Citation M.E. Stawoulaki, G.E. Stavroulakis ," Unilateral contact analysis and failure prediction in stone bridges," Adv. in archi. series ,vol.15 ,no. 8 ,pp. 307-315, 2003.
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Summary

Unilateral contact analysis with friction can be performed by general purpose finite element programs, provided that the user has basic theoretical background knowledge. These mechanisms are of great importance for the safety evaluation and structural rehabilitation of monuments. This is demonstrated by the investigation of some damage scenarios for a stone bridge.

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