Το έργο με τίτλο Unilateral contact analysis and failure prediction in stone bridges από τον/τους δημιουργό/ούς Stavroulakis Georgios, M. E .Stawoulaki διατίθεται με την άδεια Creative Commons Αναφορά Δημιουργού 4.0 Διεθνές
Βιβλιογραφική Αναφορά
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.
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.