URI | http://purl.tuc.gr/dl/dias/0170989D-9836-4D12-9294-66EEA97788FD | - |
Identifier | https://doi.org/10.15625/0866-7136/31/3-4/5647 | - |
Language | en | - |
Extent | 5 pages | en |
Title | Unilateral contact and damage analysis in masonry arches | en |
Creator | Stavroulakis Georgios | en |
Creator | Σταυρουλακης Γεωργιος | el |
Creator | Drosopoulos Georgios | en |
Creator | Δροσοπουλος Γεωργιος | el |
Creator | M. Campo | en |
Content Summary | In the present work the ultimate failure load and the collapse mechanism of
a stone arch bridge are estimated by the usage of (a) a multi - part elastic model with
unilateral contact frictional interfaces and (b) a continuous damage model. According to
the contact model, contact interfaces simulating potential cracks are considered and their
opening or sliding indicates crack initiation. The second model deals with the material
damage consisting in the development of internal microcracks that affect the load bearing
capacity of the material. Satisfactory comparison of the results is reported here. | 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 | 2009 | - |
Subject | Applied mechanics | en |
Subject | Engineering, Mechanical | en |
Subject | mechanics applied | en |
Subject | applied mechanics | en |
Subject | engineering mechanical | en |
Bibliographic Citation | M. Campo, G.A. Drosopoulos G.E. Stavroulakis ," Unilateral contact and damage analysis in masonry arches ",Viet. J. of Mech., vol. 31, no. 3-4 , pp. 185 – 190.2009.doi:10.15625/0866-7136/31/3-4/5647 | en |