Hi all
I am doing a Riks analysis and this error of too many attempts for increment came up in the 47 th increment while the whole is 100 , I guess that my mesh is coarse , so when my load is small , i face this error , is this right ? that in Riks analysis the loads should be big enough to show the nonlinearity in NLgeometric elastic structures ?
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Also , how should be the
Also , how should be the trend of time LPF ? if it's fluctuating so much , is it a correct trend ?
still without it also I have this problem of aborting
at least could someone tell
at least could someone tell me please that why in history out put in RIKS analysis , i have displacement out put for one node , but NO reaction force , it's zero !! in this node
why is that ?
thank you so much in advance