Material Non-Linearity - MATS1 or MATX02 - OptiStruct
I am doing explicit dynamic analysis in OptiStruct and there is material non-linearity. Which card should I use to define material non-linearity: MATS1 or MATX02?
Thank You.
Best Answer
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It depends if you are using 'native Optistruct Explicit' (NLEXPL subcase) or 'Radioss Integration Explicit' (EXPDYN subcase), MATS1 is used by the former, MATX02 by the latter
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Answers
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It depends if you are using 'native Optistruct Explicit' (NLEXPL subcase) or 'Radioss Integration Explicit' (EXPDYN subcase), MATS1 is used by the former, MATX02 by the latter
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Paul Sharp, how do I specify the failure point (i.e. ultimate tensile strength and the corresponding failure strain) using MATS1 card.
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Neeraj Kumar said:
Paul Sharp, how do I specify the failure point (i.e. ultimate tensile strength and the corresponding failure strain) using MATS1 card.
you can't really, save for setting the stress/strain curve close to flat at this point, native OS Explicit has no element erosion as yet so you can't 'fail' elements as such
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Paul Sharp_21301 said:
you can't really, save for setting the stress/strain curve close to flat at this point, native OS Explicit has no element erosion as yet so you can't 'fail' elements as such
Paul Sharp,
Suppose I specified the stress-strain curve upto "X" strain, then what will happen if the strain in the model is more than "X"?
Will the solver do extrapolation?
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Neeraj Kumar said:
Paul Sharp,
Suppose I specified the stress-strain curve upto "X" strain, then what will happen if the strain in the model is more than "X"?
Will the solver do extrapolation?
I think so, but to be honest I have not tried!
From the help:
'If the deformations go past the values defined in the table, the curve is extrapolated linearly'
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