To officially transition from FEM world to the HyperX environment, you must select elements and/or properties to be added to Structures. Placing a previously unused FEM entity into a Structure is the equivalent of telling HyperX, "I'd like to Size or Analyze this entity." Creating a Structure can be initiated from the Structure tab of the Ribbon, or by right-clicking a particular selection of entities (See Create Structures for more information).
Once a selection of elements or properties in the unused FEM is added to a Structure, these entities become officially part of the HyperX Database. Here are a few guidelines on what this means:
General:
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All selected beam or shell properties are converted to HyperX Zones. All connector elements are converted to HyperX Joints - either element-by-element or property-by-property.
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All Zones and Joints are listed in the Structure Tree beneath their Structure - and their corresponding mesh lines appear black (rather than pink) in the Viewport.
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Any entity in a Structure is ready to be set up for Analysis/Sizing - i.e. only Zones and Joints (not unused FEM) can receive Design, Load, and Analysis Property assignment.
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Only the FEA loads resulting from the elements in Structures will be imported into the Database for Analysis/Sizing.
Zone-Specific:
For each individual Zone, all of the following operations occur upon adding them to a Structure. Review these characteristics by visual verification (using the Indicators button on the View tab of the Ribbon) or by checking the Zone Settings menu (Select Zone > Right-Click > Zone Settings)
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The buckling span of each Zone, which is based on FEM-defined element size, is automatically calculated upon placing that property into a Structure. See Buckling Span Calculations for more information.
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The resulting buckling span can be visually verified by plotting them in the Viewport. On the View tab of the Ribbon, select Indicators > Buckling Spans
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These spans can be numerically verified or manually edited in the Buckling section of the Panel Settings form once that property is assigned to Structure.
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During import, all element forces and moments are transformed to be oriented about the material axis, as opposed to the element normal axis - the matrices for which are defined by angle theta in the example image below, taken for CQUAD elements:
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HyperX will automatically assign a reference plane (the plane upon which the stiffness and loads will be formulated during Sizing/Analysis) and offsets (as applicable) based on the assumed FEM reference plane. See Reference Plane reference guide. Check this on the Panel Settings tab under Reference Plane.