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Plane Stress vs Plane Strain – What Are They And Which Should You Choose?

Plane stress and plane strain assumptions are something that we hear all the time in FEA, and in solid mechanics in general, but what actually are they? It is often assumed that everyone in the field of engineering implicitly understands what these terms mean, hence straightforward explanations can be somewhat hard to find. Here, we

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Technical Blogs

8 Things To Consider BEFORE You Start Building An FEA Model

Whether you’re venturing into FEA for the first time or you’re a seasoned analyst, it is important to have a good picture in your mind – and maybe even a written plan – for your model before you ever even open the pre-processing software. If you try to skip this step, you’ll likely be heading

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Technical Blogs

First-Order vs. Second-Order Elements In FEA

Many of us are familiar with the terms first- and second-order as it relates to finite elements, but that doesn’t necessarily mean we all know how and when to use them. Today, we will be discussing a few key points regarding element order and making a case for why it matters to us as CAE

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Technical Blogs

What Is Nonlinear Geometry In FEA? And When Should You Use It?

FEA models come in all shapes and sizes. While sometimes we’re trying to find the stresses in a stiff, steel structure, others we might be looking at the behavior of a thin membrane or the buckling of a slender column. You may have heard the term ‘nonlinear geometry’ before, but perhaps are not really sure

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Technical Blogs

Hourglassing and Shear Locking – What Are They And Why Does It Matter?

As we have discussed in some of our previous blogs about Element Selection in Abaqus, choosing the appropriate finite element type is critical for obtaining accurate and reliable predictions. However, with the vast array of available element formulations in Abaqus, this can sometimes be challenging, particularly for new users of the software. Because many novice

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Technical Blogs

Understanding Units In FEA: “What In The Blob Is A Slug???”

Have you ever performed an analysis on a seemingly robust structure only to discover stresses that exceed the allowable limit by orders of magnitude? As experienced analysts, this is likely a problem you rarely encounter; however, when first delving into CAE, many engineers run into confusion when interchanging between unit systems. So, why does this

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