When defining concrete damage in ABQUS using SI(mm) unites the entering values of the strain should be in (strain) or micro strain ?
strain is always unitless, give 0.01 for1%.
Strain is a unit less parameter. but in ABAQUS while using the SI units, mm/mm in percentage should be used for strains.
unitless
Agree, give as absolute number e.g. 0.01 but make sure that the metric elasticity module E=2.1 x 10^11 N/mm^2.
Abaqus is unitless. You can use any unit. However, you have to stick with same unit in everywhere. Like N and mm. No matter what unit you use but you have to be consistent and same for output.
@all thank you very much
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