Langford Analytic · Knowledge Base

FEA Best Practices

Principles for building finite-element models that can be checked, understood and trusted — model planning, idealisation, element selection, meshing, boundary conditions, loads, contact, nonlinearity, materials, solver convergence, result interpretation, singularities, verification, validation, sensitivity, dynamics, buckling, composites, model review and reporting.

104 articles & resources

Model Planning & Idealisation

Element Selection

Meshing

Boundary Conditions

Load Application

Contact & Interfaces

Linear versus Nonlinear

Material Modelling

Solver Convergence

Result Interpretation

Singularities & Stress Concentrations

Verification

Validation & Test Correlation

Sensitivity & Uncertainty

Dynamics-Specific Best Practices

Buckling-Specific Best Practices

Interpreting Eigenvalue Buckling ResultsBest practice for eigenvalue buckling — using it as a screening tool, interpreting load factors, understanding imperfection sensitivity and when nonlinear collapse analysis is required.Buckling FEA Best PracticesOverarching best practices for buckling FEA — model planning, analysis method selection, mesh requirements, verification and interpretation.Eigenvalue Buckling Best PracticesBest practices for linear eigenvalue buckling analysis — pre-stress setup, mode extraction, load factor interpretation and verification.Nonlinear Buckling Best PracticesBest practices for nonlinear buckling analysis — imperfection seeding, material model, solver settings, arc-length control and collapse interpretation.Imperfection Modelling Best PracticesBest practices for introducing and assessing geometric imperfections in buckling analysis — shape selection, amplitude, sensitivity studies and reporting.Shell Buckling Mesh Best PracticesMesh requirements for shell buckling FEA — element type, size, refinement strategy and convergence verification for cylindrical and curved shells.Stiffened Panel Buckling Best PracticesBest practices for FEA of stiffened panel buckling — modelling skin and stiffeners, mesh requirements, imperfection seeding and post-buckling analysis.Buckling Boundary Condition Best PracticesBest practices for boundary conditions in buckling FEA — rotational restraint, symmetry, load introduction and sensitivity to small changes.

Composite FEA Best Practices

Model Review & Quality Assurance

Reporting & Traceability

Seismic

Mass Modelling for Seismic Analysis — Best PracticeBest practice for representing mass in seismic finite element models, covering lumped vs consistent mass, mass sources, rotary inertia and verification of total mass.Non-Structural Mass in Seismic ModelsHow to account for non-structural mass (cladding, insulation, fireproofing, grout, contents) in seismic FEA models, including representation, distribution and verification.Modal Completeness in Seismic AnalysisBest practice for ensuring modal completeness in seismic analysis, covering the number of modes, mass participation thresholds, missing mass correction and verification.Missing Mass in Seismic AnalysisBest practice for handling missing mass in seismic analysis when the cumulative modal mass participation does not reach the required threshold.Support Stiffness in Seismic ModelsBest practice for modelling support stiffness in seismic FEA, covering rigid vs flexible supports, anchor flexibility, baseplate effects and the influence on natural frequencies.False Local Modes in Seismic AnalysisHow to identify and handle false local modes in seismic FEA — modes that appear significant but represent trivial mass or modelling artefacts.Mesh Sensitivity in Seismic AnalysisBest practice for mesh sensitivity in seismic FEA, covering the relationship between mesh density, natural frequency accuracy and stress convergence.Joint Representation in Seismic ModelsBest practice for representing joints and connections in seismic FEA models, covering rigid vs semi-rigid joints, weldment modelling and the effect on dynamic response.Cabinet Panel Idealisation for Seismic AnalysisBest practice for idealising cabinet panels in seismic FEA, covering shell vs solid elements, panel stiffness, local vibration modes and the effect on overall cabinet response.Equipment Mass Lumping for Seismic AnalysisBest practice for lumping equipment mass in seismic FEA models, covering point mass placement, offset CG representation, and the preservation of rotational inertia.Damping Justification for Seismic AnalysisBest practice for justifying the damping ratio used in seismic analysis, covering typical values, the basis for selection, and the consequences of over- or under-estimating damping.Response Spectrum Interpolation Best PracticeBest practice for interpolating response spectra at modal frequencies, covering log-log interpolation, handling spectrum peaks and avoiding interpolation errors.Directional Combination Best PracticeBest practice for combining seismic responses from multiple directions, covering SRSS vs 100-40-40, the order of modal and directional combination, and signed response recovery.Stress Interpretation in Seismic AnalysisBest practice for interpreting stresses from seismic response spectrum analysis, covering modal stress combination, peak vs RMS stress, and stress recovery at critical locations.Load Recovery from Seismic AnalysisBest practice for recovering forces, moments and reactions from seismic response spectrum analysis, covering modal combination of forces, signed force recovery and base shear extraction.Seismic Model Verification — Best PracticeBest practice for verifying seismic FEA models before accepting results, covering mass checks, frequency checks, static equivalence checks and result plausibility checks.Solver-Neutral Seismic Analysis PracticeBest practice for performing seismic analysis in a way that is independent of the specific FEA solver, covering input specification, result interpretation and cross-solver verification.

Turbomachinery

Pressure & Containment

Probabilistic & Reliability

Ballistics & Penetration

Creep & High-Temperature

Random Vibration

Shock & Transient Dynamics

Advanced Damage & Failure