Study Notes on Axial Members and Beams
Overview of Axial Members and Beams
Focus on analysis under axial loading, beams, and frames
Truss vs Beam
Truss: Only axial load and motion; no moments
Beam: Carries moments and rotation; can have shear motion
Key Concepts
Post-Processing Strain: Calculate strain from displacement in 1-D problems
ANSYS Analysis Types: Static Structural, Modal, Harmonic, Transient Dynamic, Spectrum, Buckling
Displacement Equations
Nodal displacements expressed in global and local coordinates
Rotation and displacement relationships derived using transformation matrices
Minimum Total Potential Energy
Energy formulation used in finite element models; relates external work to strain energy
For stable systems, the equilibrium position minimizes total potential energy
Members Under Axial Loading
Elements discretized into nodes; effects of axial loading assessed through strain energy
Shape Functions in FEA
Interpolates solution between discrete mesh node values; typically low order polynomials
Shape functions exhibit unique properties: equals 1 at its own node, 0 at neighboring nodes
Beam Analysis
Beams are subjected to transverse loading causing bending; analyzed through neutral axis deflection
Governing equations relate deflection to internal bending moment and shear
Finite Element Formulation of Beams
Beam elements consist of nodes with vertical displacement and rotation angles represented by polynomials
Stiffness matrix derived using specific formulas; essential components from properties E, L
Example Analysis
Deflection calculations require applying boundary conditions and evaluating shape functions at specific points
Example of a cantilevered beam illustrates application of loading and resulting displacements