- FEMur -
Finite Element Method universal resource

One-Dimensional Truss Element

by Peter Kwok, '96 and Prof. Joseph J. Rencis, Advisor

A truss element is defined as a deformable, two-force member that is subjected to loads in the axial direction. The loads can be tensile or compressive. The only degree of freedom for a one-dimensional truss (bar) element is axial (horizontal) displacement at each node.


Element Definition
Assumptions
Sign Convention
(Solution Interpretation)
Element Formulation
Solution Characteristics
Element Rigid Body Modes
Example Problem
References

Return to the Static Stress Analysis Menu


Don't see any frames? Would you like to? If so, go here.
Copyright 1996. All Rights Reserved. Finite Element Method universal resource (FEMur).