Lab 2 Activity
Lab 2 consists of 3 main parts:
- Learn to use Simulation-Xpress within SolidWorks to evaluate structural properties
of the parts you design.
- Verify the correct behavior of Simulation-Xpress on a simple beam loaded two
different ways as compared to analytical expectations.
- Design a flexure part to satisfy certain conditions on flexure without
breaking or being too flimsy.
We will design the flexure parts in lucite/acrylic/plexiglass so that we
would in principle be able to easily fabricate designs via the MAE laser
cutter facility or via a water-jet cutter at the Scripps shop.
The procedure in more detail
Note: see Tips section below for helpful hints.
- Learn how to use Simulation-Xpress. Tutorials are built into
SolidWorks, but the machines in the lab may not allow these to work. If
you want to try, go to Help → SOLIDWORKS Turorials; and in the 3x3 matrix of
options, pick the SOLIDWORKS Simulations Tutorial. Within this, select the
Static Analysis of a part. Even if not following along successfully, it
may be useful to page through the steps to get an overview of the process.
The problem seems to relate to Add-Ins, so as a workaround, you can just
use this custom tutorial page
to suit our purposes.
- Create a simple beam in SolidWorks made of aluminum 6061-T6 a common,
strong alloy), assigning dimensions 500 mm long, 50 mm wide, and 2 mm
thick. (You can deviate from these exact specifications if you desire,
but this is roughly what we're looking forone thing you may want
to do is find some similar piece of metal and model that for
real-life comparison.) Be sure to save the part, or Simulation-Xpress
will fail.
- Use SolidWorks to determine the moment, I, which you will
compare to your calculated value. This is done via
Tools→Evaluate→Section Properties, after having
selected the appropriate face (in this case the smallest end-face;
note tip below about selecting other). The
Ix and Iy (in mm4)
are the ones you want (which one?...what does the other one mean?).
- Test the beam flexing under a uniform load: pick the small end-face
as the "fixture" (making the beam a cantilever; "select
other" again may be useful) and put the load on the "upper"
(largest) surface (something in the ballpark of 2 N may be appropriate,
or you can use the actual weight of the part to mimic self-induced
deflection; can use Tools’Evaluate→Mass Properties to get).
The force will by default spread uniformly across this surface.
- Does the part dip below a "sensible" safety factor of 2
anywhere? If so, where? (Note: the safety factor quantifies how much
margin you have before exceeding yield stress. Higher numbers mean more
safe. A safety margin of 2 is commonly used.)
- note the maximum stress, where this maximum
stress is, and the maximum deflection (in mm).
- calculate the expected maximum stress and deflection for the
aluminum part you designed (analytically, then convert to numerical value).
These should agree with the Simulation-Xpress results. Note: SolidWorks uses
E = 69 GPa and σy =
55.15 MPa for Al 6061 (275 MPa for Al 6061-T6).
- Test the beam flexing under an end-load, again picking the small end
face as the restraint (cantilever). Pick the end surface as the
load surface, and make sure the load points "down"or
perpendicular to the beam length. Start by applying the same load as
before, but check the safety factor carefully and if dipping below 2
anywhere decrease the force (proportionally) until the safety factor is
satisfied. This will ensure that the beam stays in the elastic regime.
Perform the same analysis and comparisons as for the uniform-load case.
- Pick one of the designs here, and design a
part that satisfies the associated goals. The goal is typically to achieve
a flex to the specified deflection amount, without exceeding the threshold
stress anywhere, and simultaenously hitting a "safety stop" when
the design deflection is reached. First sketch out the part and perform
analytic calculations to guide you into the right ballpark. You'll
find this is much more efficient than letting Simulation-Xpress tell you
when you're getting close. (The analytic calculations should be
represented in the write-up.)
- Assume the part will be cut out of a sheet of lucite
(plexiglass/acrylic) 6.35 mm (0.25 inch) thick. The machining tolerance
will be approximately 0.125 mm (0.005 inch). The path will be under
computer control, so any weird dimensions will work. Make sure that the
vane thickness (in the vertical direction) stays above 1.5 mm,
but try to stick above 2 mm, if possible.
It's possible that the design goals I set out demand thicknesses
less than this, but I hope not. Also, keep intentional gaps to 1
mm or larger.
- Note the standard outer size we are using for all flexure designs of
17×11 cm.
- Wherever practical, add structures that will prevent the part from
moving beyond its design range. Little rectangular bumps, or even the
frame structure that many parts have can perform this limitation.
- Be sure to design in a hole for hanging a mass at the appropriate
position to load the part as per the design.
- Generally speaking, the entire part (even the hole) can be drawn as a
2-d sketch (using line, rectangle, and circle tools), then extruded. Use
add relations to establish co-linear lines, equal line lengths,
etc., so that you don't have to dimension every single thing.
When the sketch is fully black, you're set... If you have been smart about
your relations, etc., changing a parameter like beam width will require the
change of only one dimension, and the rest of the part will accommodate
automatically.
- You may need to design special small surfaces onto which the load or
loads are applied. If you have made a hole for hanging a mass, you can
even select this surface for the load, making sure to establish the
direction of the forces all in one direction, rather than normal to the
surface (this was also done in the hook tutorial).
- Create a custom material that we'll call lucite. To do this, first
assign Plastics:Acrylic to the part. Then edit the material (create/edit
button), select <New Material Database>, classification: Plastics,
material name: lucite. Go to physical properties and double-click the
elastic modulus to make 2400 → 3000 (3×109 Pa), then
double-click the yield strength to make 206.8 → 10.0 (107 Pa).
(basis for numbers)
- Compute the expected load for accomplishing the target deflection.
Note that when there are multiple beams moving the same way, each will
require the computed force, so that the total load is the sum of all the
individual loads needed.
- Once the part is designed completely, perform the Simulation-Xpress analysis.
Make sure the max deflection is in line with the design goal. If it
is too large, decrease the load until this is matched. Look for any
instances/locations in which the target safety factor of 2 is exceeded.
If it is (and the deflection matches the goal), then modify your model to
(just) meet the safety factor requirement. Note that the load will change
as well. Keep the deflection at target as you iterate. Any safety factor
between 1.80 and 2.20 can be called good enough.
Tips
Here are some tips that may be useful:
- One minute spent reading and understanding each tip may save you ten
minutes or more in execution of the lab. What a bargain!
- It seems we must disable the Simulation Add-In in order for materials
properties to work, which is crucial for simulation to work. To do this,
go to Tools→Add Ins, and uncheck the Simulation entry.
- Use SI units for this entire lab. Select mm (rather than m) as the
base unit (Options (settings gear)→Document Properties⤒Units→MMGS).
- It may be necessary for you to clear some junk out of your directory if
Simulation-Xpress doesn't work for you initially.
- When starting Simulation-Xpress, make a habit of clicking Options on the
welcome screen so you can place the results in your own folder (recommend
making folder within Desktop to stash results), and also
check the (useful) "show annotations for max/min" box.
- A useful trick for selecting a surface that is hidden from view is to
right-click on the region, pick "select other" then select the
desired surface. This lets you access faces behind the visible
ones.
- The cartoon graphic of the flexure is way exaggerated, and
in fact will look the same indepentent of actual deflection. Don't get
tripped up over this.
- You may want to change the resolution of the analysis
to verify convergence and the most accurate numbers possible (at
expense of run-time). This can be done via Change Settings in the
Simulation-Xpress wizard/guide. A sensible approach would be to make any design
adjustments based on low-res results, then run the high-res once the design
has stabilized (otherwise spend unnecessary time waiting for iterations to
complete analysis).
- If including radii for strain relief, explore a bit how much radius you
actually need using the Simulation-Xpress analysis. Making a fillet too
large shortens the span of the beam, in turn demanding more from it.
Often, a 1 millimeter radius will completely do the job.
- You can always make a beam thinner and thus avoid overstressing the
beam, but the beam becomes significantly flimsier, and we want to keep it
as stiff as possible so we don't worry about accidental breakage, and also
can test in real life with reasonable loads. If the load required to reach
maximum deflection is very much less than 1 N, its own weight will start to
dominate.
Unsolicited Advice about Trusting Numbers
I tend to trust analytic calculations more than numeric results, and
want to see that the computational tool is being used correctly: that it
produces expected results. Students often trust the computer more (under
the assumption that it knows more), and feel that part 2 of the lab is
primarily a validation of your calculations—that it is more likely
correct than you are. But computers will always spit out a number, even
if garbage. I've been fooled too many times by a professional-seeming
packageI need an independent check I can trust. If I don't know
how to calculate something, I'll try to model a system that I can test
physically, to make sure I'm on the right track and not wasting my time
and misplacing my trust. And it's not always a matter of distrust in
the product, as much as uncertainty that I know how to use it correctly.
For good reason, such things are called "sanity" checks.
Write-Up
The write-up will consist of the following things:
- A description of the simple beam used for Simulation-Xpress verification (dimensions,
moment I, etc.).
- The results of the analytical simple beam calculations, and comparison
to the SolidWorks Simulation-Xpress results.
- The analytic calculations used to guide the design of the flexure piece
(before the SolidWorks implementation).
- A print-out of the 3-d model of the flexure part in some favorable viewing angle to show it off well.
- The Simulation-Xpress results from the final analysis of the flexure part,
including specification of loads, final dimensions of the flex parts,
maximum stress (and identify location), and safety factor achieved for the
part under load.
- A note about how the final design dimensions differ from the initial
calculations (and why that might be so).
- Optionally, any reflections on the hard parts, the fun parts, etc.
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