Buckling Load of NAFEMS 2D Frame Model

Category: 解析 | Integrated 2026-04-06
CAE visualization for nafems 2dframe theory - technical simulation diagram
NAFEMS 2Dフレームモデルの座屈荷重

Theory and Physics

Overview

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Teacher! Today's topic is about the buckling load of the NAFEMS 2D frame model, right? What is it about?


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NAFEMS benchmark. Linear buckling eigenvalue of a 2D frame structure. Verification of buckling mode shapes and load factors.




Governing Equations




$$ P_{cr} = \frac{\pi^2 EI}{(KL)^2} $$
$$ \lambda_{cr} = 7.69 \text{ (Reference Eigenvalue)} $$



🧑‍🎓

Wow, the discussion about buckling of frame models is super interesting! Tell me more.


Discretization Methods

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How do you actually solve this equation on a computer?


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We use spatial discretization by the Finite Element Method (FEM). We assemble the element stiffness matrix and construct the global stiffness equation.


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We perform transformation to the weak form (variational form) and use formulation by the Galerkin method using test functions and shape functions. The choice of element type (low-order elements vs. higher-order elements, full integration vs. reduced integration) directly affects the trade-off between solution accuracy and computational cost.




Matrix Solution Algorithms

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What exactly do you mean by matrix solution algorithms?


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Solve the simultaneous equations by direct methods (LU decomposition, Cholesky decomposition) or iterative methods (CG method, GMRES method). For large-scale problems, preconditioned iterative methods are effective.



SolverClassificationMemory UsageApplicable Scale
LU decompositionDirect MethodO(n²)Small to Medium Scale
Cholesky decompositionDirect Method (Symmetric Positive Definite)O(n²)Small to Medium Scale
PCG MethodIterative MethodO(n)Large Scale
GMRES methodIterative MethodO(n·m)Large Scale / Non-symmetric
AMG PreconditionerPreprocessingO(n)Very Large Scale
🧑‍🎓

So, if you cut corners on the finite element method part, you'll pay for it later. I'll keep that in mind!


Implementation in Commercial Tools

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So, what software can be used to do the buckling load of the NAFEMS 2D frame model?


Tool NameDeveloper/CurrentMain File Formats
MSC Nastran / NX NastranMSC Nastran (Hexagon), NX Nastran (Siemens Digital Industries Software).bdf, .dat, .f06, .op2, .pch
Abaqus FEA (SIMULIA)Dassault Systèmes SIMULIA.inp, .odb, .cae, .sta, .msg
Ansys Mechanical (formerly ANSYS Structural)Ansys Inc..cdb, .rst, .db, .ans, .mac
COMSOL MultiphysicsCOMSOL AB.mph

Vendor Lineage and Product Integration History

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Do the origins of each software have some dramatic stories?



MSC Nastran / NX Nastran

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Next is about MSC Nastran, right? What's the content?


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Developed in the 1960s as NASA Structural Analysis (NASTRAN). Commercialized by MSC Software, later UGS (now Siemens) derived NX Nastran. MSC was acquired by Hexagon AB in 2017.

Current Affiliation: MSC Nastran (Hexagon), NX Nastran (Siemens Digital Industries Software)



Abaqus FEA (SIMULIA)

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What exactly is Abaqus FEA about?


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Developed in 1978 by HKS (Hibbitt, Karlsson & Sorensen). Acquired by Dassault Systèmes in 2005 and integrated into the SIMULIA brand.

Current Affiliation: Dassault Systèmes SIMULIA


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Wait, wait, structural analysis... so can it also be used for cases like this?



Ansys Mechanical (formerly ANSYS Structural)

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Tell me about "Ansys Mechanical"!


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Developed in 1970 by Swanson Analysis Systems Inc. (SASI). Based on APDL (Ansys Parametric Design Language).

Current Affiliation: Ansys Inc.


🧑‍🎓

Wow, the discussion about structural analysis is super interesting! Tell me more.


File Formats and Interoperability

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Are there any points to note when transferring data between different software?


FormatExtensionTypeOverview
STEP.stp/.stepNeutral CAD3D CAD data exchange format compliant with ISO 10303. Supports geometry + PMI.
IGES.igs/.igesNeutral CADEarly CAD data exchange standard. Has issues with surface data compatibility. Transition to STEP is progressing.
VTK.vtk/.vtuVisualizationVisualization Toolkit format. Used by ParaView, etc.
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When converting models between different solvers,

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