On the point of load, REACTION FORCE is zero
I have modeled a Connection?
When I get out put from XY DATA
REACTION FORCE on the point of loading at all increments is zero.
Why?
Then where has the reaction of concentrated force gone?
Hello Dear
Im going to model a composite (concrete-steel) slab with shear studs
Im planning to model springs instead of shear studs
How do I Define springs with 2 kind of stiffness (shear and axial stiffness) in abaqus?
I know that I should use (spring2) in abaqus but I don’t know where this is.
Dear sir
I am going to make a model of composite (Steel & Concrete) connection with ABAQUS.
This model contains a concrete slab connected to uper flange of steel beam and steel Shear stud connected with both of them.
Therefore
1-How can I define(create) contact and interaction between concrete...
