D3PLOT 22.1

"Basic" Components for All Beams

Basic components for all beams

All beams types generate a "basic" force and moment vector (even if some of them populate it entirely with zeros!). This is [ Fx, Fy, Fz, Mxx, Myy, Mzz ], where all results are written in the local axis system for beams. The D3PLOT components have the names:

FX_AXIAL_FORCE

FY_Y_SHEAR_FORCE

FZ_Z_SHEAR FORCE

MXX_TORSIONAL_MOMENT

MYY_BENDING_MOMENT

MZZ_BENDING MOMENT

The local axis system for beams is derived as follows:

If N1N2 is the vector from node 1 to node 2:

X' = N1N2
Z'

=

N1N2 x N1N3 (Where x is the vector cross-product)
Y' = Z' x X'

The "third" node (N3) is the orientation node for the beam, serving only to define its local Y' axis. It has no structural significance. If the representation of beam local axes during post-processing is important throughout an analysis you should consider defining separate "third" nodes for each beam element, and setting the < nrefup > field on the *CONTROL_OUTPUT card to update these nodes' coordinates.