Special Considerations for Various Element Types
There are several special considerations that need to be noted.
Beams and Shells That Calculate Transverse Shear Energy
When UHYPEL is used to define the material response of shell or beam elements that calculate transverse shear energy, Abaqus/Standard cannot calculate a default value for the transverse shear stiffness of the element. Hence, you must define the material transverse shear modulus (see Defining the Elastic Transverse Shear Modulus) or the element's transverse shear stiffness (see Shell Section Behavior).
Elements with Hourglassing Modes
If this capability is used to describe the material of elements with hourglassing modes, you must define the hourglass stiffness for hourglass control based on the total stiffness approach. The hourglass stiffness is not required for enhanced hourglass control, but you can define a scaling factor for the stiffness associated with the drill degree of freedom (rotation about the surface normal). See Section Controls.