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Exact stiffness matrix for twisted helix beam

Author(s)
Leung, Andrew Yee Tak  
Date Issued
1991
Publisher
Elsevier
Journal
Finite Elements in Analysis and Design
Volume
9
Issue
1
Start page
23
End page
32
Abstract
Natural shape functions are derived for curved and twisted beam finite elements including shear deformation. Natural shape functions are exact solutions of the governing equations subject to boundary forces only. Rigid-body modes are completely satisfied and all complications associated with curved finite elements by assumed shaped functions, parametric transformation, and numerical integration are eliminated. The formulation of the stiffness matrix is given in detail.
URI
https://repository.sfu.edu.hk/handle/sfu/3250
DOI
10.1016/0168-874X(91)90017-S
SFU Affiliated Publication
No
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