1st order reduced-integration elements (which happen to be the very type of elements generally used in explicit solvers) suffer from hourglassing. These elements only have one integration point; because of this the elements can shear without introducing any energies. FEA codes which rely on 1st order reduced integration elements counter this by introducing hourglass energy. In situations where these elements would otherwise shear, this augmented energy keeps this from happening. This is reflected in your reported hourglass energy values. High hourglassing energy is often a sign that mesh issues may need to be addressed.
This blog is for people with an FEA background preparing for an interview. Please add to interview questions by commenting on the blog and I will put it up as a post. Most that I put will be for Ls-dyna experience, if the reader can answer the questions in terms of Abacus/Ansys etc please post in comment and it will be published
Showing posts with label Integration. Show all posts
Showing posts with label Integration. Show all posts
Thursday, November 7, 2013
What is Hourglass energy? IQ3
What is NIP? IQ2
Number of through thickness points for integration.
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