Hi all!
I have a question.
If I'm trying to model a cyclic load (concentrated force) on geometry, in which step should I do that - general static or dynamic explicit, and is it enough to put value of the force and create tabular amplitude?
I was trying to do it in static general step, but it didn't work, and in dynamic explicit sad that there is no defoormable elements to control time increment.
This is a good question.
A good overview of cyclic loading is given in
https://www.researchgate.net/publication/271929312_Design_Recommendations_for_Pile_Subjected_to_Cyclic_Load/figures?lo=1
A good example of cyclic loading is given in
https://www.researchgate.net/publication/277007904_Effect_of_footing_shape_on_the_settlement_of_rectangular_and_I-shaped_rocking_shallow_foundations/figures?lo=1
More to the point, numerical models for cyclic loading are given in
https://www.researchgate.net/publication/267026195_VALIDATION_OF_NUMERICAL_MODELS_FOR_RC_COLUMNS_SUBJECTED_TO_CYCLIC_LOAD
Article Design Recommendations for Pile Subjected to Cyclic Load
Conference Paper Effect of footing shape on the settlement of rectangular and...
Conference Paper VALIDATION OF NUMERICAL MODELS FOR RC COLUMNS SUBJECTED TO CYCLIC LOAD
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