Date: Sun, 2 Oct 2022 01:59:38 -0500 (CDT) Message-ID: <447421454.49997.1664693978651@cornell1-cos-conf1.managed.contegix.com> Subject: Exported From Confluence MIME-Version: 1.0 Content-Type: multipart/related; boundary="----=_Part_49996_84139040.1664693978651" ------=_Part_49996_84139040.1664693978651 Content-Type: text/html; charset=UTF-8 Content-Transfer-Encoding: quoted-printable Content-Location: file:///C:/exported.html ANSYS - Linear Column Buckling

# ANSYS - Linear Column Buckling

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Author: Matt Scott, Cornell University

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Problem S= pecification
= 1. Pre-Analysis & Start-Up
2. Geometry
3. Mesh
4. Physics Setup
<= a href=3D"/display/SIMULATION/Linear+Column+Buckling+-+Numerical+Solution">= 5. Numerical Solution
6. Numerical Results
7. Verification & Validation<= br> Exer= cises

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# Linear Column Buc= kling

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Created using ANSYS 13.0

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## Problem Specifica= tion

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Consider the column in the figure below.  It is pinned on both ends= and supports an axial load.  The column has a circular cross section = with a diameter of .5m and is 20m long.  It is constructed of structur= al steel with a Young=E2=80=99s modulous of 2E+11 Pa and a poisson=E2=80=99= s ratio of .3.  Calculate the critical buckling load of the column.=20 Go to Step 1: Pre-analysis &= Start-Up

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Go to all ANSYS L= earning Modules