Inelastic transient dynamic analysis of Reissner–Mindlin plates by the D/BEM

This item is provided by the institution :
Technical University of Crete   

Repository :
Institutional Repository Technical University of Crete   

see the original item page
in the repository's web site and access all digital files if the item*



Inelastic transient dynamic analysis of Reissner–Mindlin plates by the D/BEM (EN)

Προβιδακης Κωνσταντινος (EL)
Providakis Konstantinos (EN)
Beskos, Dimitri E (EN)

journalArticle

2000


A direct domain/boundary element method (D/BEM) for dynamic analysis of elastoplastic Reissner–Mindlin plates in bending is developed. Thus, effects of shear deformation and rotatory inertia are included in the formulation. The method employs the elastostatic fundamental solution of the problem resulting in both boundary and domain integrals due to inertia and inelasticity. Thus, a boundary as well as a domain space discretization by means of quadratic boundary and interior elements is utilized. By using an explicit time-integration scheme employed on the incremental form of the matrix equation of motion, the history of the plate dynamic response can be obtained. Numerical results for the forced vibration of elastoplastic Reissner–Mindlin plates with smooth boundaries subjected to impulsive loading are presented for illustrating the proposed method and demonstrating 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)
Projects, Physics,physics projects,projects physics (EN)

International Journal for Numerical Methods and Engineering (EL)

English

John Wiley and Sons (EN)

Πολυτεχνείο Κρήτης (EL)
Technical University of Crete (EN)




*Institutions are responsible for keeping their URLs functional (digital file, item page in repository site)