1 / 8

Column Buckling Analysis

Column Buckling Analysis. By: Anthony Beeman. Euler’s Fundamental Buckling Problem. x. P. Assumptions: Straight Column Homogeneous Material Boundary Conditions: Pinned-Pinned Governing Equations:. y. N. M. L. v. v. A. n =mode L = Original Column Length E= Young’s Modulus

kiele
Download Presentation

Column Buckling Analysis

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Column Buckling Analysis By: Anthony Beeman

  2. Euler’s Fundamental Buckling Problem x P • Assumptions: • Straight Column • Homogeneous Material • Boundary Conditions: • Pinned-Pinned • Governing Equations: y N M L v v A n=mode L= Original Column Length E= Young’s Modulus I= Moment of Inertia P P

  3. Other End Conditions x P P y Modified Euler Buckling Formula: L L= Original Column Length Le= Effective Column Length E= Young’s Modulus I= Moment of Inertia Le=L Le=2L P P

  4. Problem Analyzed P Mechanical Properties r=0.5 M A A Cross Section A-A L=10 M Calculated Critical Load [N]

  5. Comsol Results Case 1 2,904 DOF Case 2 12,723 DOF Case 3 73,623 DOF

  6. Abaqus Results Case 1 285 DOF Case 2 490 DOF Case 3 48,145 DOF

  7. Abaqus Results: First 6 Modes

  8. ANSYS Results Case 1 2,904 DOF Case 2 12,723 DOF Case 3 73,623 DOF

More Related