News: Need training? HyperSizer Training Videos are available now! Learn more here:

Recent Posts

Pages: [1] 2 3 ... 10
Analyzing & Optimizing Stiffened Panels / FEA Loads - Peak Element Filtered
« Last post by mjlafrenier on May 14, 2021, 03:08:52 PM »

Does HyperSizer give any consideration to thermal loading when developing the peak elements when peak element filtered is selected (for large models/many load cases)?

The concern is that until final sizing is done for all elements (element based), then its possible that a cold day/room temperature case with a larger load could be hiding a more critical but lower load hot day case with a reduced allowable.

Is there method of creating a new component similar to how a new assembly can be created with AssemblyCol.Create()?  Neither classes (Component or ComponentCol) have a "New()" or ".Create" method.  Is there a trick to it or is it impossible to do via scripting?

I'm wanting to create components similar to the way you can use the FEM Viewer GUI by selecting menu items Component -> Create Using FEM Viewer (by element).  I would like to use Excel to create components by using [Component Name, Component ID, Element ID List].  The FEM Viewer allows a user to define a component with nothing but these three variables.

Thank you.
Analyzing & Optimizing Stiffened Panels / Geometry Rule 40 - OrthoGrid
« Last post by mjlafrenier on March 24, 2021, 10:14:46 AM »
For orthogrid smeared stiffened panels (option 1), is it true that the geometry rule 40 is only checking one direction (L_y/S_0 >= 3)?

It appears from the Material and Analysis Detail ASCII output file (*.MTL) that only the one direction was checked.

In that case, I'd recommend modeling them in and using HyperSizer + Nastran Sol15 to size for buckling.

Thanks James,

The cutouts would be bound by stiffeners and integrated into the orthogrid, but would be larger and span at least several bays. The shape will likely be a large slotted shape or circular.

The smeared sizing in HyperSizer assumes scenario 1 (0.5*S,S,S,0.5*S).
I understand that you'd prefer not to have 1/2 bay on each side.
I recommend to update the FEM with the stringers meshed-in, with bar elements, using the same spacing that HyperSizer determined as optimal. So model it as (SSSS). Then you can use the stringer segment (tech2) approach to size each skin pocket and stringer.

What is the size and shape of the cutout?
Is it within a pocket, bounded on all sides by stringers ?

Geometry rule 40 is a suggestion, to ensure that the smeared approach is more valid. If the panel is bounded on all sides by supporting structure, e.g. other panels, then I think it's okay to turn that rule off and size the smeared panel with fewer than 3 stringers.

Analysis approach: HS Orthogrid smeared stiffened panel
FE Modeling: Webs (CQUADS), Outer Cap (BAR elements)

1) Panel stiffener spacing and relationship with FE modeling:
- Example: Orthogrid (S_0&90 = 5", t_skin = 0.1", t_stiff_0&90 = 0.1", h_stiff_0&90 = 1", X_span = Y_span = 15"), Minimum unit for Geometry Rule 40 (3S)
- The panel is modeled with outer caps (outer flange, etc) using bar elements.
- Option 1: 3 stiffeners (Spacing: 1/2S,S,S,1/2S). If the smeared stiffened approach leaves a 0.5*S skin segment on either side, then I'm left with a row of half bay webs next to the outer cap. This is not ideal for fastener installation and may require us to carry extra weight as those 1/2*S bays are the same thickness as full sized interior bays, but are also supported by the outer caps.
- Option 2: 4 stiffeners (Spacing: S,S,S). The other alternative is to assume full bays and then the outer smeared stiffeners are coincident with the location of the bar element outer caps. This bay sizing is more ideal for design.
- See attachment. Do you have any experience or guidance with this scenario?

2) Panels with cutouts
- If a larger cutout is modeled in the FEM, is HyperSizer able to accommodate the cutout for global panel buckling, or would the procedure need to be to follow the smeared approach for a uniform panel and then analyze the cutout detail for stability using other methods (NASTRAN SOL105, etc.)?

3) High Aspect Ratio Panels:
- Since the geometry rule 40 requires width/spacing >= 3, is there a HS method to analyze an orthogrid panel with less than 3 stiffener widths in only one direction?
- Currently it seems as though one would have to either discretely model it and deviate from the smeared (type 1) approach, or analyze it as uniaxial stiffened panel along the long dimension.
The Nx in the analysis detail report, the Nx load for the controlling location of the object (top, middle, bottom) is reported.

The Nx in the stresses tab is the average Nx, through the thickness of the object.

I hope this is helpful.

I'm trying to understand the loads used to calculate the margins by Hypersizer, but I see some inconsistencies.
For instance, the Nx load reported in the Stresses Tab for the object "Open Span" is -230438.9, but if I generate an analysis details report for "Isotropic Strength, Yield, Von Mises-Hill Criterion" in "Open Span" location, the "Nx, object" load reported is -253891.3. Shouldn't they be the same?

Miscellaneous Software Topics / Re: Meaning of T- and C- in FEA loads tab?
« Last post by Msegade on March 17, 2021, 05:49:54 AM »
Ok, Thank you!
Pages: [1] 2 3 ... 10