Transport matrix based dynamic stiffness matrix of a circular helicoidal bar

S. A. Alghamdi*

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

This paper outlines the formulation used to numerically construct the dynamic structural stiffness matrix for a circular helicoidal beam starting from the solution of the governing differential equations using the transport matrix method. The basic features of a Fortran computer code that has been developed to construct the stiffness matrix of the 3D beam are outlined. The paper also emphasizes the benefits that would ensue from utilizing the source code within a general purpose finite element method code in lieu of utilizing other forms of general 3D but less specialized isoparametric finite elements.

Original languageEnglish
Title of host publicationProceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005
StatePublished - 2005

Publication series

NameProceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005

Keywords

  • Dynamic stiffness matrix
  • Helicoidal beams
  • Structural analysis
  • Transport matrix formulation

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Environmental Engineering

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