Elastic and geometric stiffness matrices for thın walled stiffener element

Loading...
Thumbnail Image

Date

1984

Journal Title

Journal ISSN

Volume Title

Publisher

Uludağ Üniversitesi

Abstract

Elastic and geometric stiffness matrices for a structural stiffener member are obtained using the differential equations given by Chen and Atsuta 4. Presence of additional elements over the conventional form is observed in the geometric Stiffness matrix. The known transformation matrix is used to express the elements displacements with respect to the middle surface of the stiffened plate.

Description

Keywords

Elastic matrices, Geometric matrices

Citation

Saylan, S. ve Toridis, T.G. (1984). "Elastic and geometric stiffness matrices for thın walled stiffener element". Uludağ Üniversitesi Mühendislik Dergisi, 1(1), 57-67.