Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3250
Title: Exact stiffness matrix for twisted helix beam
Author(s): Leung, Andrew Yee Tak 
Issue Date: 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.cihe.edu.hk/jspui/handle/cihe/3250
DOI: 10.1016/0168-874X(91)90017-S
CIHE Affiliated Publication: No
Appears in Collections:CIS Publication

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