def shear_test4():
model=FEModel()
n1=Node(0,0,0)
n2=Node(0,0,5)
n3=Node(5,0,5)
n4=Node(10,0,5)
n5=Node(10,0,0)
n6=Node(5,0,0)
a1=Membrane4(n1,n2,n3,n6,0.25,2e11,0.3,7849)
a2=Membrane4(n3,n4,n5,n6,0.25,2e11,0.3,7849)
model.add_node(n1)
model.add_node(n2)
model.add_node(n3)
model.add_node(n4)
model.add_node(n5)
model.add_node(n6)
model.add_membrane4(a1)
model.add_membrane4(a2)
n3.fn=(0,0,-100000,0,0,0)
n1.dn=n2.dn=n4.dn=n5.dn=[0]*6
n3.dn=n6.dn=[0,0,None,0,0,0]
model.assemble_KM()
model.assemble_f()
model.assemble_boundary()
res=solve_linear(model)
np.set_printoptions(precision=6,suppress=True)
print(res)
print(r"correct answer should be ???")
def pseudo_cantilever_test4(l=25,h=5):
"""
This is a cantilever beam with 50x10
l,h: division on l and h direction
"""
model=FEModel()
nodes=[]
model=FEModel()
nodes=[]
for i in range(h+1):
for j in range(l+1):
nodes.append(Node(j*50/l,0,i*10/h))
model.add_node(nodes[-1])
for i in range(h):
for j in range(l):
area=Membrane4(nodes[i*(l+1)+j],
nodes[i*(l+1)+j+1],
nodes[(i+1)*(l+1)+j+1],
nodes[(i+1)*(l+1)+j+1],
0.25,2e11,0.3,7849)
if j==0:
nodes[i*(l+1)+j].dn=[0]*6
nodes[(i+1)*(l+1)+j].dn=[0]*6
model.add_membrane4(area)
nodes[(l+1)*(h+1)-1].fn=(0,0,-100000,0,0,0)
model.assemble_KM()
model.assemble_f()
model.assemble_boundary()
res=solve_linear(model)
np.set_printoptions(precision=6,suppress=True)
print(res[(l+1)*(h+1)*6-6:])
print(r"correct answer should be ???")