Hi
http://ansysx.blogspot.com/2011/03/crackcrush.html
You can find the picture of what i want to do in the above link.
I am modelling a concrete wall using SOLID65 brick elements. the wall is fixed to in all 6 DOFs. I am applying a pressure load to the face of an element in the surface of...
Hi Everyone
I am modeling a Concrete wall with SOLID65 elements and a steel frame is connected to the wall with a steel plate that is fixed to the top of the wall the steel frame is modeled using SHELL181 elements.
I have three pressure loads applied as circular area pressure loads, two...
Hi
I have a concrete wall, i want to connect a connect a steel plate to it and a W section frame is connected through the plate to the wall.
I mesh the plate and W sections with SHELL181 elements and the concrete wall with SOLID65.
(See the attached picture)
I apply loads to the wall, the...
I'm trying to design a fly ash silo for a FE course; it does anyone know the load combinations in the american or preferably canadian code?
I should assign shell type thick for the outer walls right?
whats the difference between shell type thick and thin?
thanks
see file uploaded
