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Abaqus Tutorial and CAE File: Nonlinear Buckling Analysis of Perpendicular Beams

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Learn to predict structural failure before it happens. This Abaqus tutorial teaches nonlinear buckling analysis of perpendicular beams using the Riks method – essential skills for safe structural design

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In this section, we have thoroughly taught you how to perform nonlinear buckling analysis using the Riks method in Abaqus/CAE. This downloadable package includes a step-by-step PDF guide and ready-to-run model files to master advanced structural stability analysis.

Gain the skills necessary to simulate post-buckling behavior by analyzing two perpendicular beams under concentrated loads. This package is very useful for engineers working on frame stability, slender structures, and nonlinear structural response prediction.

 

Nonlinear buckling analysis of two perpendicular beams showing deformed shape and load-displacement curve

Package includes

  • ✅ Step-by-step illustrated PDF tutorial (English)
  • ✅ Ready-to-run Abaqus CAE (.cae) model file
  • ✅ Complete 2D beam geometry setup
  • ✅ Instructions for Riks method implementation
  • ✅ Practical tips for post-buckling analysis and convergence

What you will learn

  • Create 2D wireframe geometry for beam structures
  • Define aluminum material properties (E=71.74 GPa, ν=0)
  • Assign rectangular beam cross-sections and orientations
  • Set up Static, Riks analysis with Nlgeom activated
  • Apply pin boundary conditions and concentrated loads (996.389 N)
  • Mesh with B21 beam elements and render beam profiles
  • Extract and plot force-displacement curves for post-buckling behavior

See more Step-by-Step Tutorial for Distributed and Concentrated Loads

Tutorial overview

This tutorial provides a complete workflow for nonlinear buckling analysis of two perpendicular beams using the Riks method in Abaqus. You will learn to model frame structures, implement arc length control for post-buckling analysis, and derive critical load-displacement relationships (essential skills for assessing structural stability).

Abaqus Riks method

The Riks method in Abaqus is an advanced numerical technique designed to solve nonlinear stability problems where structures buckle, crack, or collapse. Unlike traditional static analysis, the Riks method (also called the arc length method) can trace the full equilibrium path of a structure beyond its critical load point. We use it to analyze how frames, shells, and slender members behave under increasing loads. This method is essential for predicting post-buckling behavior, simulating structural failure, and ensuring that designs remain safe under critical conditions. At Matech, we guide you through the step-by-step implementation of the Riks method in Abaqus, helping you master nonlinear buckling analysis for real-world engineering challenges.

Who is this tutorial for?

  • Structural engineers analyzing frame and column stability
  • Mechanical engineers working on slender components
  • Researchers studying post-buckling behavior
  • Any Abaqus user moving from linear to nonlinear stability analysis

Product details

  • Format: PDF + .cae (Abaqus CAE file)
  • Software: Abaqus/CAE
  • Difficulty: Intermediate-Advanced (Nonlinear Buckling focus)
  • Category: Nonlinear Analysis, Structural Stability
  • Author: Mathech – Abaqus Experts for Finite Element Simulation

Why this tutorial?

Understanding structural buckling is critical for the safe design of slender components. This training provides hands-on experience with the Riks method.

Need Help with Nonlinear Buckling Analysis?
Get expert help with your Abaqus simulations. Mathech Consulting Services can help you implement the Riks method, convergence issues, and complex stability problems for accurate structural evaluations.

info@mathech.com

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Finite Element Analysis (FEA) visualization showing nonlinear buckling of two perpendicular L-shaped aluminum beams under concentrated load in Abaqus CAE, with deformed mesh and stress contour results displayed.Abaqus Tutorial and CAE File: Nonlinear Buckling Analysis of Perpendicular Beams
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