Issues Defining Releases in a 2D Truss Using PyNite Library

[ugurfeyzullah]

Hi everyone,

I'm working on a simple 10-bar 2D truss model using the PyNite library. I'm encountering several issues and would appreciate your help with the following error:

`* Nodal instability detected: node 1 is unstable for rotation about the global Y axis.

• Nodal instability detected: node 2 is unstable for rotation about the global Y axis.
• Nodal instability detected: node 3 is unstable for rotation about the global Y axis.
• Nodal instability detected: node 4 is unstable for rotation about the global Y axis.
• Nodal instability detected: node 5 is unstable for rotation about the global Y axis.
• Nodal instability detected: node 6 is unstable for rotation about the global Y axis.
  Traceback (most recent call last):
  File "c:\Users\ugury\OneDrive\Masaüstü\Opensees\v5.py", line 73, in
  model.analyze(check_statics=True)
  File "C:\Users\ugury\AppData\Roaming\Python\Python312\site-packages\PyNite\FEModel3D.py", line 1974, in analyze
  K11, K12, K21, K22 = Analysis._partition(self, self.K(combo.name, log, check_stability, sparse).tolil(), D1_indices, D2_indices)
  ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
  File "C:\Users\ugury\AppData\Roaming\Python\Python312\site-packages\PyNite\FEModel3D.py", line 1584, in K
  if sparse: Analysis._check_stability(self, K.tocsr())
  ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
  File "C:\Users\ugury\AppData\Roaming\Python\Python312\site-packages\PyNite\Analysis.py", line 123, in _check_stability
  raise Exception('Unstable node(s). See console output for details.')
  Exception: Unstable node(s). See console output for details.`

My code is :

`from PyNite import FEModel3D, Visualization
import time

Record the start time

start_time = time.time()

Create a new finite element model

model = FEModel3D()

Define nodes (x, y, z)

model.add_node("1", 0, 0, 360)
model.add_node("2", 360, 0, 360)
model.add_node("3", 720, 0, 360)
model.add_node("4", 0, 0, 0)
model.add_node("5", 360, 0, 0)
model.add_node("6", 720, 0, 0)

Define supports (node, x_restraint, y_restraint, z_restraint, x_rotation_restraint, y_rotation_restraint, z_rotation_restraint)

model.def_support('1', True, True, True, False, False, False)
model.def_support('4', True, True, True, False, False, False)

Define material (name, elastic modulus, poissons ratio, density)

E = 1000 # (ksi) Modulus of elasticity
G = 11400 # (ksi) Shear modulus
nu = 0.1 # Poisson's ratio
rho = 0.1 # (kci) Density
model.add_material('Steel', E, G, nu, rho)

Define separate lists for Iy, Iz, and A

Iy_list = [17.3, 16.5, 18.0, 16.8, 17.5, 17.2, 17.0, 16.9, 17.8, 16.7] # (in4) Weak axis moment of inertia
Iz_list = [204, 190, 210, 198, 205, 200, 198, 196, 207, 195] # (in4) Strong axis moment of inertia
A_list = [33.5, 1.62, 22,15.5,1.62,1.8,14.2,19.9,19.9,2.62] # (in2) Cross-sectional area
J_list = [7.65, 8.0, 7.0, 7.8, 7.5, 7.9, 7.2, 7.4, 8.2, 7.3] # (in4) Torsional constant

Define the members and their properties using the lists

members = [
('M1', '1', '2'),
('M2', '2', '3'),
('M3', '4', '5'),
('M4', '5', '6'),
('M5', '2', '5'),
('M6', '3', '6'),
('M7', '1', '5'),
('M8', '2', '4'),
('M9', '2', '6'),
('M10', '3', '5')
]

Create the model and add members with their respective properties

for i, member in enumerate(members):
name, node_i, node_j = member
Iy = Iy_list[i]
Iz = Iz_list[i]
A = A_list[i]
J = J_list[i]
model.add_member(name, node_i, node_j, 'Steel', Iy, Iz, J, A)

# Release the moments at the ends of the members to make model members

release_params = [False, False, False, False, True, True,False, False, False, False, True, True]
members = ['M1', 'M2', 'M3', 'M4', 'M5', 'M6', 'M7', 'M8', 'M9', 'M10']

for member in members:
model.def_releases(member, *release_params)

Add loads

model.add_node_load('5', 'FZ', -100)
model.add_node_load('6', 'FZ',-100)

Analyze the model

model.analyze(check_statics=True)

Retrieve and print maximum axial stress for all members

for member_name in model.Members:
member = model.Members[member_name]
max_axial_force = member.max_axial()
A = A_list[list(model.Members.keys()).index(member_name)] # Fetch A directly using member_name
max_axial_stress = max_axial_force / A
print(f"Member {member_name}: max axial stress = {max_axial_stress:.2f} ksi")

node_ids = ["1", "2", "3", "4", "5", "6"]
max_displacements = []

Retrieve and print deflections for all nodes

for node_id in node_ids:
node = model.Nodes[node_id]
dx = node.DX
dy = node.DY['Combo 1']
dz = node.DZ['Combo 1']
max_displacements.append(dz)
print(f"Node {node_id}: dx = {dx}, dy = {dy}, dz = {dz}")

print("max_displacements", max_displacements)

Calculate and print the weight of the structure

total_weight = 0.0
for i, member_name in enumerate(model.Members):
A = A_list[i]
L = model.Members[member_name].L()
weight = A * L * rho
total_weight += weight

print(f"Total weight of the structure: {total_weight:.2f} kip")

Record the end time

end_time = time.time()

Calculate and print the elapsed time

elapsed_time = end_time - start_time
print(f"Analysis runtime: {elapsed_time:.2f} seconds")

# Visualization (optional)

Visualization.render_model(model, annotation_size=10, deformed_shape=False, deformed_scale=1)
`

Also Since the truss members connected to pinned supports are already free to rotate, how should I define their releases? Do I need to specify releases for these members, and if so, what should they be? Although I'm designing a 2D truss, the library requires defining parameters for the third dimension. I'm not sure how to appropriately set the releases and other parameters for the third dimension. Could someone provide guidance on how to handle this?

I appreciate any guidance you can provide on these issues. Thank you!