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Quasi-static analysis of viscoplastic plates by the boundary element method

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Technical University of Crete   

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Quasi-static analysis of viscoplastic plates by the boundary element method (EN)
Προβιδακης Κωνσταντινος (EL)
Providakis Konstantinos (EN)
journalArticle
1993
A direct boundary element method (BEM) is developed for the determination of the time-dependent inelastic deflection of plates of arbitrary planform and under arbitrary boundary conditions to general lateral loading history. The governing differential equation is the nonhomogeneous biharmonic equation for the rate of small transverse deflection. The boundary integral formulation is derived by using a combination of the BEM and finite element methodology. The plate material is modelled as elastic-viscoplastic. Numerical examples for sample problems are presented to illustrate the method and to demonstrate its merits (EN)
Building damage prevention,Building protection,Buildings--Damage prevention,Protection of buildings,buildings protection,building damage prevention,building protection,buildings damage prevention,protection of buildings (EN)
Engineering Analysis with Boundary Elements (EL)
English
Μη διαθέσιμο (EL)
Not available (EN)
Πολυτεχνείο Κρήτης (EL)
Technical University of Crete (EN)
Technical University of Crete
Institutional Repository Technical University of Crete
School of Electrical and Computer Engineering - Journal Publications



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