Ιδρυματικό Αποθετήριο
Πολυτεχνείο Κρήτης
Πολυτεχνείο Κρήτης
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| URI: | http://purl.tuc.gr/dl/dias/D43DF9B1-D637-470E-9AEF-3EE07C2D4E91 | ||
| Έτος | 2005 | ||
| Τύπος | Πλήρης Δημοσίευση σε Συνέδριο | ||
| Άδεια Χρήσης |
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| Βιβλιογραφική Αναφορά | G.A. Drosopoulos , G.E. Stavroulakis , C.V. Massalas .(2005).Limit load of a masonry arch bridge based on finite element frictional contact analysis.Presented at 5th GRACM International Congress on Computational Mechanics .[online]. Available: http://www.comeco.tuc.gr/texts/courses/postgrad/Drosopoulos_GRACHM05.pdf | ||
| Εμφανίζεται στις Συλλογές |
The limit load of a stone arch bridge can be identified by the lack of solvability of a finite element analysis including contact interfaces that simulate potential cracks. Opening or sliding at some of them indicates crack initiation. The ultimate load has been calculated by using a path - following (load incrementation) technique. The method is applied on the Strathmashie stone bridge and the results are comparable with the ultimate failure load prediction of the collapse mechanism method and with experimental data published in the literature.
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