Henrik Sönnerlind
COMSOL Employee
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Posted:
6 months ago
Feb 4, 2025, 8:20 a.m. EST
The best approach is to reformulate the problem, so that you use an auxiliary reference value.
Attached is a screenshot showing how this is handled for the built-in Norton creep law. Usually this law is written as

where
is the strain,
is the stress, and n is a power that is usually not an integer. This causes the coefficient A to have awkward units. (There are other problems too, for example you must know the unit in which the stress is measured.)
In order to avoid non-integer powers of units, we introduce an arbitrary reference stress, so that the equation is transformed into

Then, A will always have the unit 1/s. It will also not change its value if you change the unit system for the stress.
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Henrik Sönnerlind
COMSOL
The best approach is to reformulate the problem, so that you use an auxiliary reference value.
Attached is a screenshot showing how this is handled for the built-in Norton creep law. Usually this law is written as
\frac {d \varepsilon}{dt} = A \sigma^n
where \varepsilon is the strain, \sigma is the stress, and *n* is a power that is usually not an integer. This causes the coefficient *A* to have awkward units. (There are other problems too, for example you must know the unit in which the stress is measured.)
In order to avoid non-integer powers of units, we introduce an arbitrary reference stress, so that the equation is transformed into
\frac {d \varepsilon}{dt} = A (\frac{\sigma}{\sigma_{ref}})^n
Then, *A* will always have the unit 1/s. It will also not change its value if you change the unit system for the stress.