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March 17, 2026 at 8:09 pm
esbenn
SubscriberHello, I'm working on a project where I need to extract all of the possible stress and strain information from the section nodes of a BEAM188 element, namely the section nodes around the inner and outer circumference of a CTUBE type cross-section at the I and J nodes of the BEAM188 element. I've set up my element settings with keyopt(3) = 3 (for cubic interpolation) and keyopt(4) = 2 (for shear and transverse forces). So far, I've successfully done this using the PRESOL command, which yields the text shown below when a single element is selected. I can then parse the text externally to extract out the stresses and strains I need. However, this method is slow and requires lots of text parsing, which isn't ideal. Are there any other ways to extract the same level of detail for BEAM188 element results?Â
PRESOL Output: PRINT S  ELEMENT SOLUTION PER ELEMENT STRESSES AT BEAM SECTION NODAL POINTS ELEMENT =     8 SECTION ID =   4300 ELEMENT NODE = 30     Â   SEC NODE    SXX     SXZ      SXY   Â    1    0.39636E+007 -0.49251E+007 -35872.  Â    3    0.48702E+007 -0.48112E+007 -0.12675E+006    12    0.50737E+007 -0.35775E+007 0.37684E+007    10    0.41334E+007 -0.36960E+007 0.37783E+007    13    0.11258E+007 -0.16764E+007 -0.19316E+007    15    0.14675E+007 -0.16065E+007 -0.21982E+007    24    0.19589E+007 0.24750E+006 0.31945E+007    22    0.15356E+007  70047.    0.31316E+007    25    -0.27178E+007  70047.    0.63369E+006    27    -0.31411E+007 0.24750E+006 0.19946E+006    36    -0.26496E+007 0.51133E+006 -80356.  Â    34    -0.23079E+007  89866.   -0.16531E+006    37    -0.53155E+007 -0.19297E+007 0.20121E+007    39    -0.62559E+007 -0.14597E+007 0.16506E+007    48    -0.60523E+007 -0.18162E+007 -0.12675E+006    46    -0.51457E+007 -0.24273E+007 -35872.  Â   Max=    0.50737E+007 0.51133E+006 0.37783E+007   Min=    -0.62559E+007 -0.49251E+007 -0.21982E+007 ELEMENT NODE = 40     Â   SEC NODE    SXX     SXZ      SXY   Â    1    0.15983E+008 -0.49251E+007 -35872.  Â    3    0.19282E+008 -0.48112E+007 -0.12675E+006    12    -0.46349E+007 -0.35775E+007 0.37684E+007    10    -0.39637E+007 -0.36960E+007 0.37783E+007    13    0.26221E+008 -0.16764E+007 -0.19316E+007    15    0.31558E+008 -0.16065E+007 -0.21982E+007    24    -0.26183E+008 0.24750E+006 0.31945E+007    22    -0.21935E+008  70047.    0.31316E+007    25    0.20753E+008  70047.    0.63369E+006    27    0.25001E+008 0.24750E+006 0.19946E+006    36    -0.32740E+008 0.51133E+006 -80356.  Â    34    -0.27403E+008  89866.   -0.16531E+006    37    0.27815E+007 -0.19297E+007 0.20121E+007    39    0.34528E+007 -0.14597E+007 0.16506E+007    48    -0.20464E+008 -0.18162E+007 -0.12675E+006    46    -0.17165E+008 -0.24273E+007 -35872.  Â   Max=    0.31558E+008 0.51133E+006 0.37783E+007   Min=    -0.32740E+008 -0.49251E+007 -0.21982E+007
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