Jeff Hiller
COMSOL Employee
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Posted:
6 months ago
2024/12/20 23:50 JST
Hello Ghufranullah,
In a solid mechanics FEA, the software solves for the nodal displacements (unless you use a u-p formulation or a mixed tensorial formulation but you'd be aware of it if you did). Stresses, strains and other quantities are all derived from nodal displacements once those displacements have been computed. So the amounts of time and memory it takes to solve the problem is not significantly influenced by the fact that there are many post-processing quantities available. To reduce the amount of disc space it takes to store the file, the software does give you the option of only storing in it some quantities, so you could e.g. not store displacements but then beware that you will need to solve the entire problem again if you discover after the fact that you did need those displacements to compute some post-processing quantity.
Best,
Jeff
-------------------
Jeff Hiller
Hello Ghufranullah,
In a solid mechanics FEA, the software solves for the nodal displacements (unless you use a u-p formulation or a mixed tensorial formulation but you'd be aware of it if you did). Stresses, strains and other quantities are all derived from nodal displacements once those displacements have been computed. So the amounts of time and memory it takes to solve the problem is not significantly influenced by the fact that there are many post-processing quantities available. To reduce the amount of disc space it takes to store the file, the software does give you the option of only storing in it some quantities, so you could e.g. not store displacements but then beware that you will need to solve the entire problem again if you discover after the fact that you did need those displacements to compute some post-processing quantity.
Best,
Jeff