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University of Illinois at Urbana-Champaign

The theory of anisotropic thin- and thick-walled closed cross-section beams with coupled elastic deformations

Abstract

dc:description

An efficient and accurate anisotropic closed-section beam theory has been developed for both thin- and thick-walled composite beams. In this theory transverse shear effects, both of the cross-section and of the beam walls, are taken into account. Torsional warping, both free and constrained as well as both primary and secondary, was also considered. An efficient method to account for 3-D elastic effects was developed by incorporating refined stiffness coefficients. All these effects play important roles in thin-walled composite beams and are accentuated as the wall thickness increases. The predictions of the present theory for thin-walled beam cases have been validated by comparison with available experimental data, other closed-form analysis, and refined beam finite element simulation. Good correlation between the present theory and other results was achieved for all test cases and layup sequences, regardless of beam cross-sectional configurations. Three-dimensional finite element analysis using ABAQUS has been performed for a cantilevered circular thick section beam under pure tip torque and a cantilevered thick-walled box beam under tip shear or torsional loading in an effort to validate the present theory for thick-walled beams. Again, the correlation between the predicted results from the present theory and 3-D FEA results was very good. The present theory generally predicted beam deformations for all cases within 10% of experimental data for thin-walled beams and 3-D FEA results for thick-walled cases. The present theory was applied to examine several non-classical effects such as coupled deformations, primary and secondary torsional warpings, and coupled 3-D beam stiffnesses.

Degree

thesis:*
Name thesis:degree_name
Ph.D.
Level thesis:degree_level
Dissertation
Discipline thesis:degree_discipline
Aerospace Engineering
Grantor
University of Illinois at Urbana-Champaign
Year dc:date
2011

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Kim, Cheol
Contributors dc:contributor
  • White, Scott R.

Subjects

dc:subject × 2

Rights

dc:rights
Statement dc:rights
  • Copyright 1995 Kim, Cheol
Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
AAI9522131
(UMI)AAI9522131
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/19871

Chain of custody

source
Harvested from
University of Illinois - Urbana-Champaign
Base URL
www.ideals.illinois.edu/oai-pmh
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Kim, Cheol. The theory of anisotropic thin- and thick-walled closed cross-section beams with coupled elastic deformations. Dissertation thesis, University of Illinois at Urbana-Champaign, 2011. http://hdl.handle.net/2142/19871