1. Reference problem#
1.1. Geometry#
y
e
0 P
x
z
hy D
L
The dimensions of the structure are:
Length \(L=25m\)
Width \(D=4m\)
Thickness \(e=1m\)
1.2. Material properties#
Young’s module: \(E=10000.\mathrm{Pa}\)
Poisson’s ratio: \(\nu =0.25\)
Tangent module: \({E}_{T}=1000.\mathrm{Pa}\)
Elastic limit: \({\sigma }_{Y}=200.\mathrm{Pa}\)
1.3. Boundary conditions and loads#
Embedded in plane \(x=0\) (
). (side \(\mathrm{X0}\))
on all the nodes to simulate a state of plane deformation.
Shear stress
:
on side \(x=L\). (side \(\mathrm{XL}\))