A stiffened shell finite element

Download

116135.pdf

Date

2001

Author

Üçüncü, Mutlu

Metadata

Show full item record

Item Usage Stats

130
views

0
downloads

URI

https://hdl.handle.net/11511/11441

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

A Finite element based plate/shell macor element Kurç, Özgür; Polat, Uğur; Department of Civil Engineering (1999)
A Mindlin plate finite element with semi-analytical shape design sensitivities Oral, Süha (2000-11-01) A hybrid-stress Mindlin plate finite element and its sensitivity derivatives are presented. The element is triangular and has a simple nodal configuration with three corner nodes and C-o type nodal variables. The use of independent field assumptions for displacements and stresses removes the necessity for an in-plane shear correction factor. The element can effectively be used as the bending part of facet shell elements. Its simplicity and accuracy makes it ideal for large-scale analysis and design problems...
An Elastic-plastic shell finite element Turgut, Ahmet; Darendeliler, Haluk; Oral, Suha; Department of Mechanical Engineering (1997)
A hybrid stress quadrilateral finite element for composite laminates Gündüz, İ. Emre; Oral, Suha; Department of Mechanical Engineering (2001)
A SHEAR FLEXIBLE FINITE-ELEMENT FOR NONUNIFORM, LAMINATED COMPOSITE BEAMS Oral, Süha (Elsevier BV, 1991-01-01) A shear flexible finite element is formulated for linearly tapered, symmetrically laminated composite beams. The element has three nodes and 18 degrees of freedom. The three-node configuration is obtained from a five-node parent element by constraining the shear angle variation to be linear. The bending in two planes, twisting and stretching are considered. The performance of the element is tested with isotropic and composite materials, constant and variable cross-sections, and straight and curved geome...

Citation Formats

M. Üçüncü, “A stiffened shell finite element,” Middle East Technical University, 2001.