Modification of the nemlumat.f file #172
Merged
Conversation
This file contains bidirectional Unicode text that may be interpreted or compiled differently than what appears below. To review, open the file in an editor that reveals hidden Unicode characters.
Learn more about bidirectional Unicode characters
A change was implemented in the nemlumat.f file. The multipliers for shear stress and strain, which convert them to Mandel notation, were incorrectly defined. The stress multipliers have been adjusted from 1.0/√2.0 to √2.0. Additionally, the shear strain components were reduced by half to align with Abaqus's interpretation of shear strains as engineering strains, not tensorial strains.
Modification of the nemlumat.f file
reverendbedford
approved these changes
Oct 31, 2024
reverendbedford
merged commit 8948151
into
Argonne-National-Laboratory:dev
14 checks passed
Sign up for free
to join this conversation on GitHub.
Already have an account?
Sign in to comment
Add this suggestion to a batch that can be applied as a single commit.
This suggestion is invalid because no changes were made to the code.
Suggestions cannot be applied while the pull request is closed.
Suggestions cannot be applied while viewing a subset of changes.
Only one suggestion per line can be applied in a batch.
Add this suggestion to a batch that can be applied as a single commit.
Applying suggestions on deleted lines is not supported.
You must change the existing code in this line in order to create a valid suggestion.
Outdated suggestions cannot be applied.
This suggestion has been applied or marked resolved.
Suggestions cannot be applied from pending reviews.
Suggestions cannot be applied on multi-line comments.
Suggestions cannot be applied while the pull request is queued to merge.
Suggestion cannot be applied right now. Please check back later.
A change was implemented in the nemlumat.f file. The multipliers for shear stress and strain, which convert them to Mandel notation, were incorrectly defined. The stress multipliers have been adjusted from 1.0/√2.0 to √2.0. Additionally, the shear strain components were reduced by half to align with Abaqus's interpretation of shear strains as engineering strains, not tensorial strains.