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EDA: Engineering Design and Analysis

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EDA: Engineering Design and Analysis

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1

EDA: Arbitrary Lagrangian Eulerian (ALE) method in LS Dyna

http://engineeringdesignanalysis.blogspot.com/2012/11/arbitrary-lagrangian-eulerian-ale.html

Check your FEA expertise. Sunday, November 11, 2012. Arbitrary Lagrangian Eulerian (ALE) method in LS Dyna. The ALE formulation can be defined as an algorithm for performing an automatic rezoning. Manual rezone consists of the following three steps:. Stop Calculations after Mesh Distortion. Advection - Remap the solution from Distorted Mesh to Smoothened Mesh. 1 Stop Calculations after Mesh Distortion:. The calculations are stopped after the distortion of mesh so as to perform the mesh smoothing. Equipot...

2

EDA: LS Prepost 3.2 released for mac

http://engineeringdesignanalysis.blogspot.com/2011/06/ls-prepost-32-released-for-mac.html

Check your FEA expertise. Thursday, June 16, 2011. LS Prepost 3.2 released for mac. LS-PrePost an advanced pre/post-processor. Delivered free with LS-DYNA has now a Mac version. LS Prepost supports all the keywords for LS Dyna. Other pre processors that can be used for creating an input deck for LS Dyna include Hypermesh, Oasys, Ansys etc. The online documentation website has a wide range of tutorials for applications such as impact, dummy positioning, Metal forming etc. To download the Mac version.

3

EDA: Implicit and Explicit Finite Element Analysis

http://engineeringdesignanalysis.blogspot.com/2011/04/implicit-and-explicit-finite-element.html

Check your FEA expertise. Sunday, April 3, 2011. Implicit and Explicit Finite Element Analysis. Implicit and Explicit are two types of approaches that can be used to solve the finite element problem. The implicit approach is useful in problems in which time dependency of the solution is not an important factor [e.g. static, structural etc.] whereas Explicit Dynamics approach is most helpful in solving high deformation time dependent problems such as Crash, Blast, Impact etc. Cẋ kx = F. 1, where t.

4

EDA: Non Linear Hyperelastic Finite Element Analysis

http://engineeringdesignanalysis.blogspot.com/2011/03/non-linear-hyperelastic-finite-element.html

Check your FEA expertise. Friday, March 18, 2011. Non Linear Hyperelastic Finite Element Analysis. This post would share Need To Knows and discuss some tips and tricks related to Non Linear HyperElastic FE Analysis. The poisson's ratio of Rubber although being 0.5 is considered as 0.4955 in a Finite Element Analysis. The reason being that the Bulk modulus becomes infinity at Poissons ratio of 0.5. Also the volumetric strain equals near zero. May sound lame, but wat is volumetric locking?

5

EDA: Consistent Unit System in LS Dyna

http://engineeringdesignanalysis.blogspot.com/2011/05/consistent-unit-system-in-ls-dyna.html

Check your FEA expertise. Friday, May 20, 2011. Consistent Unit System in LS Dyna. Explicit Dynamics software LS Dyna has no default unit system. The user needs to provide all the values in a consistent system according to which the solver gives results. If the user inputs mass in Tonnes and length in meters, the solver will assume the length to be in 'mm'. The Definition of a consistent system of units as explained by Dynasupport. 1 force unit = 1 mass unit * 1 acceleration unit.

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