Accurate geometric stiffness matrix formulation of beam finite element
Alternate estimation of beam buckling load is presented in this Chapter. The standard procedure using a variational principle approach is usually utilized a cubic polynomial approach for the beam displacement shape such that the geometric stiffness matrix is a function of the geometric length of th...
Saved in:
Main Author: | Sulaeman, Erwin |
---|---|
Format: | Book Chapter |
Language: | English |
Published: |
IIUM Press
2011
|
Subjects: | |
Online Access: | http://irep.iium.edu.my/22908/1/20269.pdf http://irep.iium.edu.my/22908/ http://rms.research.iium.edu.my/bookstore/default.aspx |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Axial stiffness matrix of non-uniform Bernoulli-Euler bar element
by: Sulaeman, Erwin
Published: (2011) -
Experimental geometric stiffness matrix formulation of beam finite element.
by: Sulaeman, Erwin
Published: (2011) -
On the evaluation of negative altitude requirement for flutter speed boundary of transport aircraft and UAV
by: Sulaeman, Erwin
Published: (2012) -
Approximate function for unsteady aerodynamic kernel function of aeroelastic lifting surfaces
by: Sulaeman, Erwin, et al.
Published: (2014) -
Alternate approximate function for kernel function of oscillating lifting surfaces
by: Sulaeman, Erwin, et al.
Published: (2013)