zerolength section element input

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baozai
Posts: 212
Joined: Tue Jan 04, 2011 3:39 am
Location: Southeast University

zerolength section element input

Post by baozai » Mon Jan 04, 2016 7:29 am

Hi, all:

For the zerolength section element, we can input a fiber section to it. For this fiber section (eg. a reinforced concrete section), what we input should be a stress-strain of the material or force-deformation (use strain*plastic hinge length) of the material? Thank you for your help.
Baozai
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