Also can you explain a bit more (what is KLR spring, and what element do you use in abaqus- also which dof do you need, and so on)
PS: There is nothing attached?
Not familiar with these terms (KLR), and do not know what it is exactly (never used this), as it is special, not a standard spring stiffness like KL, and KR, and perhaps/probably used for some special cases.
I would recommend to contact the authors that use this in FEA and ask them for more details.