Maximum radial deformations of pipe cross-section (material non-linear analysis) (Output Table)
The output data table RLDPLMX provides a list of maximum radial deformations over the circumference of the cross-sections where calculations have been performed.
The radial deformations are the result of the loading by lateral soil loads and reactions and by bending moments in bends.
Both elastic and plastic parts of the total deformations are reported. The deformations provided are the absolute maximum values over the 144 points over the circumference of the cross-section together with the sign of that extreme value. If the Soil Ring-Stiffening Option is Applied, also information is given on the maximum elastic soil resistances that are allowed and the associated soil springs.
The table acts in an accumulative way. See INSIGM.
The loadcase name and a possible phase number are shown in the table heading.
H622702, last changed: 2009-07-20