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In the same time than it has been proposed in the 2014 version the keeping of the nodal joints,...it should be great to keep the loads applied on nodes, after a remeshing.
This could be easily made by defing any nodes that support a force as a construction nodes and so to be kept..
I agree. Assigning boundary conditions to construction vertices and associating the boundary conditions with the node created at the construction vertex during the meshing procedure would save me a lot of time.
