Blade-Stiffened Cylinder¶
-
compmech.panel.assembly.cylinder_blade_stiffened.
create_cylinder_blade_stiffened
(height, r, stack, stack_blades, width_blades, plyt, laminaprop, npanels, m=8, n=8)[source]¶ Cylinder Assembly
The panel assembly looks like:
B A _______ _______ _______ _______ | | | | | | | | | | | | | | | | p04 | p03 | p02 | p01 | | | | | | | | | | | |_______|_______|_______|_______| Blade Blade Blade Blade 04 03 02 01 _ _ _ _ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |_| |_| |_| |_| x /\ | | y <-------
where edges
A
andB
are connected to produce the cyclic effect.- Parameters
- heightfloat
Cylinder height (along ).
- rfloat
Cylinder radius.
- stackarray-like
Stacking sequence for the cylinder.
- stack_bladeslist of array-like
The stacking sequence for each blade (with length = npanels).
- width_bladesarray-like
The width for each blade (with length = npanels).
- plytfloat
Ply thickness (assumed unique for the whole structure).
- laminaproplist or tuple
Orthotropic lamina properties: .
- npanelsint
The number of panels the cylinder perimiter.
- m, nint, optional
Number of approximation terms for each panel.
- Returns
- assy, connstuple
A tuple containing the assembly and the default connectivity list of dictionaries.
-
compmech.panel.assembly.cylinder_blade_stiffened.
cylinder_blade_stiffened_compression_lb_Nxx_cte
(height, r, stack, stack_blades, width_blades, plyt, laminaprop, npanels, Nxxs_skin, Nxxs_blade, m=8, n=8, num_eigvalues=20)[source]¶ Linear buckling analysis with a constant Nxx for each panel
See
create_cylinder_blade_stiffened()
for most parameters.- Parameters
- Nxxs_skinlist
A Nxx for each skin panel.
- Nxxs_bladelist
A Nxx for each blade stiffener.
- num_eigvaluesint
Number of eigenvalues to be extracted.
- Returns
- assy, eigvals, eigvecstuple
Assembly, eigenvalues and eigenvectors.
Examples
The following example is one of the test cases:
def test_cylinder_blade_stiffened_compression_lb_Nxx_cte(): print('Testing assembly function: cylinder_blade_stiffened_compression_lb_Nxx_cte') height = 0.500 r = 0.250 npanels = 5 Nxxs = [-100.]*npanels assy, eigvals, eigvecs = cylinder_blade_stiffened_compression_lb_Nxx_cte( height=height, r=r, plyt=0.125e-3, stack=[0, 45, -45, 90, -45, 45], stack_blades=[[0, 90, 0]*4]*npanels, width_blades=[0.02]*npanels, laminaprop=(142.5e9, 8.7e9, 0.28, 5.1e9, 5.1e9, 5.1e9), npanels=npanels, Nxxs_skin=Nxxs, Nxxs_blade=Nxxs, m=8, n=12) assy.plot(eigvecs[:, 0], 'skin', filename='tmp_cylinder_blade_stiffened_compression_lb_Nxx_cte.png') assert np.isclose(Nxxs[0]*eigvals[0], -56569.62172, atol=0.01, rtol=0.001)
-
compmech.panel.assembly.cylinder_blade_stiffened.
cylinder_blade_stiffened_compression_lb_Nxx_from_static
(height, r, stack, stack_blades, width_blades, plyt, laminaprop, npanels, Nxxs_skin, Nxxs_blade, m=8, n=8, num_eigvalues=20)[source]¶ Linear buckling analysis with a Nxx calculated using static analysis
See
create_cylinder_blade_stiffened()
for most parameters.- Parameters
- Nxxs_skinlist
A Nxx for each skin panel.
- Nxxs_bladelist
A Nxx for each blade stiffener.
- num_eigvaluesint
Number of eigenvalues to be extracted.
- Returns
- assy, c, eigvals, eigvecstuple
Assembly, static results, eigenvalues and eigenvectors.
Examples
The following example is one of the test cases: