sspd#
- CrossSections.sspd(d11='', d21='', d31='', d22='', d32='', d33='', t='', **kwargs)#
Specifies a preintegrated bending stiffness for shell sections.
Mechanical APDL Command: SSPD
- Parameters:
- d11
str Bending stiffness component (symmetric lower part of submatrix [ D ]).
- d21
str Bending stiffness component (symmetric lower part of submatrix [ D ]).
- d31
str Bending stiffness component (symmetric lower part of submatrix [ D ]).
- d22
str Bending stiffness component (symmetric lower part of submatrix [ D ]).
- d32
str Bending stiffness component (symmetric lower part of submatrix [ D ]).
- d33
str Bending stiffness component (symmetric lower part of submatrix [ D ]).
- t
str Temperature.
- d11
Notes
The behavior of shell elements is governed by the generalized-stress/generalized-strain relationship of the form :
\[equation not available\]The sspd command, one of several preintegrated shell section commands , specifies the bending stiffness quantity (submatrix [ D ] data) for a preintegrated shell section. The section data defined is associated with the section most recently defined (via the sectype command).
Unspecified commands default to zero.
Related commands are sspa, sspb, sspe, ssmt, ssbt, and sspm.
If you are using the
SHELL181orSHELL281element’s Membrane option (KEYOPT(1) = 1), it is not necessary to issue this command.For complete information, see Creating a Preintegrated General Shell Section