Unilateral contact analysis and failure prediction in stone bridges

URI	http://purl.tuc.gr/dl/dias/5A9917E7-575B-407E-AD0C-D8192CE593E0	-
Language	en	-
Extent	8 pages	en
Title	Unilateral contact analysis and failure prediction in stone bridges	en
Creator	Stavroulakis Georgios	en
Creator	Σταυρουλακης Γεωργιος	el
Creator	M. E .Stawoulaki	en
Content 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.	en
Type of Item	Peer-Reviewed Journal Publication	en
Type of Item	Δημοσίευση σε Περιοδικό με Κριτές	el
License	http://creativecommons.org/licenses/by/4.0/	en
Date of Item	2015-10-12	-
Date of Publication	2003	-
Subject	Applied mechanics	en
Subject	Engineering, Mechanical	en
Subject	mechanics applied	en
Subject	applied mechanics	en
Subject	engineering mechanical	en
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.	en

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