SDC Verifier 2024 R1: New Standards & Enhancements

Articles

Análisis por elementos finitos lineal frente a no lineal: cuando el análisis lineal ya no es suficiente para la verificación estructural

Un ingeniero realiza un análisis estático lineal. El modelo se resuelve sin dificultad; las tensiones y los desplazamientos parecen razonables,…

/ 31 Jul 2026 / by: Yevheniia Sidakova

Linear vs Nonlinear FEA: When Linear Analysis Is No Longer Enough for Structural Verification

An engineer completes a linear static analysis. The model solves without difficulty; stresses and displacements look reasonable, and the verification…

/ 31 Jul 2026 / by: Yevheniia Sidakova

When Global FEA Is Not Enough for Wind Turbine Support Structures

A global FEA model may satisfy global checks, but that does not always prove local fatigue-sensitive details are adequately verified. …

/ 13 Jul 2026 / by: Yevheniia Sidakova

Cuando el análisis FEA global no resulta suficiente para las estructuras de soporte de los aerogeneradores

Es posible que un modelo global de análisis por elementos finitos (FEA) cumpla con las comprobaciones globales, pero eso no…

/ 13 Jul 2026 / by: Yevheniia Sidakova

How to Apply Wind Loads to Crane Structures in FEA Using EN 13001 and F.E.M. 1.001

In crane and lifting-structure analysis, wind is not a single horizontal force applied uniformly across the model. The resulting wind…

Cranes & Lifting Equipment

/ 09 Jul 2026 / by: Yurii Shumak

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Articles

Análisis por elementos finitos lineal frente a no lineal: cuando el análisis lineal ya no es suficiente para la verificación estructural

Linear vs Nonlinear FEA: When Linear Analysis Is No Longer Enough for Structural Verification

When Global FEA Is Not Enough for Wind Turbine Support Structures

Cuando el análisis FEA global no resulta suficiente para las estructuras de soporte de los aerogeneradores

How to Apply Wind Loads to Crane Structures in FEA Using EN 13001 and F.E.M. 1.001

Start Your Next Analysis with SDC Verifier

SDC Verifier 2024 R1: New Standards for the Plate Buckling and Weld, Rainflow Counting, and More

Linear vs Nonlinear FEA: When Linear Analysis Is No Longer Enough for Structural Verification

When Global FEA Is Not Enough for Wind Turbine Support Structures

How to Apply Wind Loads to Crane Structures in FEA Using EN 13001 and F.E.M. 1.001

Axial Load and Axial Force in Structural Analysis

Types of Supports in Structural Analysis: Reactions, Examples, and Modeling Assumptions

I-Beam vs H-Beam: Difference, Strength, and When to Use Each

How to Calculate and Draw a Shear Force Diagram for Beams

Edge Stress Method Results Comparison Using BV NR615 Plate Buckling (2023)

How to Find Overstressed Elements in FEA with Peak Finder

Articles

Análisis por elementos finitos lineal frente a no lineal: cuando el análisis lineal ya no es suficiente para la verificación estructural

Linear vs Nonlinear FEA: When Linear Analysis Is No Longer Enough for Structural Verification

When Global FEA Is Not Enough for Wind Turbine Support Structures

Cuando el análisis FEA global no resulta suficiente para las estructuras de soporte de los aerogeneradores

How to Apply Wind Loads to Crane Structures in FEA Using EN 13001 and F.E.M. 1.001

Start Your Next Analysis with SDC Verifier

SDC Verifier 2024 R1: New Standards for the Plate Buckling and Weld, Rainflow Counting, and More

Linear vs Nonlinear FEA: When Linear Analysis Is No Longer Enough for Structural Verification

When Global FEA Is Not Enough for Wind Turbine Support Structures

How to Apply Wind Loads to Crane Structures in FEA Using EN 13001 and F.E.M. 1.001

Axial Load and Axial Force in Structural Analysis

Types of Supports in Structural Analysis: Reactions, Examples, and Modeling Assumptions

I-Beam vs H-Beam: Difference, Strength, and When to Use Each

How to Calculate and Draw a Shear Force Diagram for Beams

Edge Stress Method Results Comparison Using BV NR615 Plate Buckling (2023)

How to Find Overstressed Elements in FEA with Peak Finder

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