SofiaB
Civil/Environmental
- Jul 9, 2020
- 27
Hello,
I am modeling a truss subjected to a vertical displacement(load) in the tip. The problem I'm having is, after a experimental analyses I observed buckling in the chord and a contact between the truss chord and a restraining lateral device That incread the rigidity of the truss( the truss can freely move in vertical direction but in the horizontal it can move only the small gap between truss and constraining device)
In abaqus I used several connectors to represent a non linear spring to try and have the same rigid increace as the real model, but can't seem to achieve that(I used a constrain to associate the center of the chord to it's edges and then in the center aplied the conectors)
In advancing the approach involving contact I thought about adding a friction behavior on the connectors but now I have a problem in defining the coontact force. Does anyone know how i should calculate the internal contact force? Should I specify the component?
Thanks in advance for all the much needed help.
Note: for the buckling representation I have used a horizontal displacement and the geometric nonlinearity it's already on.
for the friction tangential behavior I used: Penalty and the only parameter i defined was a friction coeff of 0.4
I am modeling a truss subjected to a vertical displacement(load) in the tip. The problem I'm having is, after a experimental analyses I observed buckling in the chord and a contact between the truss chord and a restraining lateral device That incread the rigidity of the truss( the truss can freely move in vertical direction but in the horizontal it can move only the small gap between truss and constraining device)
In abaqus I used several connectors to represent a non linear spring to try and have the same rigid increace as the real model, but can't seem to achieve that(I used a constrain to associate the center of the chord to it's edges and then in the center aplied the conectors)
In advancing the approach involving contact I thought about adding a friction behavior on the connectors but now I have a problem in defining the coontact force. Does anyone know how i should calculate the internal contact force? Should I specify the component?
Thanks in advance for all the much needed help.
Note: for the buckling representation I have used a horizontal displacement and the geometric nonlinearity it's already on.
for the friction tangential behavior I used: Penalty and the only parameter i defined was a friction coeff of 0.4