Transverse vibration of plate with edge beams using spectral element method
Samo za registrovane korisnike
2013
Konferencijski prilog (Korigovana verzija)
Metapodaci
Prikaz svih podataka o dokumentuApstrakt
The development of the dynamic stiffness matrix of rectangular plate with symmetrically distributed
edge beams using Spectral Element Method (SEM) has been presented in this paper. It is assumed that beams are
ideally attached to the plate, which means that the displacements and rotations of the beams and the edge of the
plate are equal at all points along the beam. The Projection method and Gorman’s superposition method were used
to develop the dynamic stiffness matrix for the transverse vibration of plate with arbitrary boundary conditions.
The efficiency and accuracy of the developed dynamic stiffness matrix has been demonstrated on several
numerical examples with different type of boundary conditions. For that purpose the computer program has been
developed using Matlab.
Izvor:
Proceeding 4th International Congress of Serbian Society of Mechanics, 2013, 347-352Finansiranje / projekti:
- Istraživanje uticaja vibracija od saobraćaja na zgrade i ljude u cilju održivog razvoja gradova (RS-36046)