Hello,
I made a 3D concrete slab(Solid-Extrusion) and I did not apply gravity load. I calculated dead load and service load together and applied the total load on the slab as uniform pressure. In addition, I did not use 'Reduced integration'.
To check the model I used closed form formula with...
Sorry for lack of information.
I used 2D wire with rectangular profile (8x1.575)
Beam length is 38
Depth is 1.575
Width is 8
Global seed size is 1
Also, I applied -1000(y-direction) on centre of the beam.
I hope that information is enough to correct my errors.
Thanks you.
Hello,
I am making a 2D simply supported beam on Abaqus.
Deflection from Abaqus is 9.81e-6 with cubic formulation.
However, when I use deflection formula (WL^3/48EI), I get 9.798e-6
There is not big difference between those two values, but I would like to know there is any way I can get both...
Hello,
I am very new to Abaqus so have some issues.
I am trying to make one pavement soil section as 3d to find deflection.
First, I tried to make some shell planars and combine all together.
However, Abaqus said 'Too many attempts made for this increment'.
I could not find what was...
