If your analysis does not reach convergence during a design study, the results may not have the desired accuracy.. Select one of these convergence methods for Mechanica to use when it ru
Trang 1Guide Block – 3-D Stress Analysis Pro/ENGINEER and Pro/MECHANICA
By: Dr Herli Surjanhata
PREPARING THE MODEL
Before beginning this problem, create a separate folder on your computer for this job Download the file and put it in this directory Set Pro/E working directory to this folder
Open the guide block
Click to open guide_block.prt
Make sure the units is millimeter Newton Second by selecting
Trang 2Edit -> Setup -> Units
Click Close in the Units Manager dialog box
Done
The part to be analyzed is shown below:
Trang 3Select Material The Materials dialog box appears
Pick steel.mtl on the left column, and click to move it
to Materials in Model box
Double STEEL or click to edit the current material
Trang 4Be sure the Units are in Newton-second (mmNs) as shown in the dialog box located on the left Click OK
Trang 5millimeter-Click on Thermal tab, and the units are in mmNs as shown in the figure on the left
OK
Trang 6OK to close the
Materials
dialog box
ENTER Pro/MECHANICA STRUCTURE AND ASSIGN
MATERIAL PROPERTIES, DEFINE LOADS, AND APPLY
CONSTRAINTS
Applications -> Mechanica
Trang 7Make sure the units are correct
Click Continue
Click OK to accept Structure Mode
Select to assign the selected material to the plate model
The Material Assignment dialog box appears
Trang 8Be sure that STEEL is display under
Trang 10Enter -890 N force for Z-component Click Preview
Trang 11Click OK on the Select box to accept the
Click OK to close the
Constraint dialog box
Trang 12DEFINE AND RUN THE ANALYSIS
Mechanica's automated process for generating geometric elements on a model AutoGEM generates elements that comply with all element creation rules and that provide accurate results when Mechanica analyzes your model
To see how the geometric elements on a guide block,
Trang 13Close the AutoGEM Summary dialog box
Close the AutoGEM dialog box
Yes to save the mesh
Create a static analysis and give it a name Choose the default options when defining the analysis
Click
File -> New Static
Trang 14Convergence Method
Convergence gives you an idea of how accurate your results are If your analysis does not reach convergence during a design study, the results may not have the desired accuracy In this case, you need to modify your model
Select one of these convergence methods for Mechanica to use when it runs your analysis:
• Multi-Pass Adaptive — Mechanica calculates results at increasing polynomial
orders until convergence criteria are satisfied
• Single-Pass Adaptive — Mechanica runs a first pass at a polynomial order of
3 and determines a local estimate of stress error Using this error estimate, Mechanica determines a new p-order distribution and performs a final pass
• Quick Check (No Convergence) — Mechanica performs a single pass at a
uniform polynomial order of 3 You can use this method to verify that you have defined your analysis correctly
Multi-Pass Adaptive Convergence Method
When you run a design study, the Structure engine performs calculations and
increases the polynomial order for each element edge until the convergence criteria are satisfied (The polynomial level for edges on which beams and 2D shells lie begins with either the third order or the order you enter on the analysis definition dialog box, whichever is higher)
An analysis converges when the difference in the results of the current pass and the
previous pass is within the percentage you specify under Convergence
Single-Pass Adaptive Convergence Method
Single-pass adaptive convergence applies to static, modal, buckling, and contact analyses of all element types Models may consist of isotropic and/or orthotropic materials While the single-pass adaptive option is available for contact analysis, we
do not normally recommend its use because it can increase run time
Mechanica runs a first pass at p=3 and determines a local estimate of stress error Using this error estimate, Mechanica determines a new p-order distribution and performs a final pass
If you use the iterative solver, Mechanica runs a first pass using the block solver at p=2, followed by a second pass (p=3) using the iterative solver Using the stress
Trang 15With single-pass adaptive analysis, you do not control the convergence tolerance, but you do need to examine the stress error estimates reported in the run summary
If these error estimates are acceptable, then continue to use single-pass adaptive convergence for efficiency
If the error estimates from the single-pass adaptive convergence tolerance are not acceptable—for example, the stress error estimates are too large—then switch to the multi-pass adaptive convergence strategy for subsequent design studies
Quick Check
Define and run an analysis using the quick check convergence option With this option, the engine runs the analysis at a polynomial order of 3 You can then check stress and deformation results for structural analyses, or temperature gradient and flux results for thermal analyses These results can reveal problems in the model, such as cracks or missing loads and constraints
Convergence Percentage Calculation
Mechanica calculates the convergence percentage in the following ways:
• When you run a design study, the engine performs calculations at increasingly higher polynomial orders for each element edge An analysis converges when the difference in the results of the last two calculations is within the
percentage you specify here
• The engine finishes calculating results when the analysis converges, or when it has reached the maximum polynomial order that you specified
• Lower convergence percentages yield more accurate results, but Mechanica may take longer to reach convergence You should balance the level of
accuracy you need with the amount of time it will take to run a design study containing this analysis
Trang 16Be sure the Convergence tab is selected, form the list select Multi-Pass Adaptive
Increase the Polynomial Order to 9
Set the Percentage Convergence to 5 percent Click OK
Click
Trang 17convergence was NOT reached
It might caused by the stress
concentration
at the entrance corners in the part
re-This must be fixed by introducing fillets – see assignment
Trang 18When the run is completed, click
Close
REVIEW THE RESULTS
Click
Trang 19Enter the name vm Type Von Mises
Stress Fringe Plot
under Title Click Display Options tab
Trang 20Check Continuous Tone, Deformed Keep Show Loads
and Show Constraints checked Click OK and Show
Change the background color to white
Format -> Result Window…
Trang 21From the list, select White Show the location of the max von Mises stress
Info -> Model Max
Trang 22Spin the model to investigate the location of max von Mises stress
Trang 23As predicted, there is high stress concentration at the sharp corner
Create the displacement result window
Click to copy the existing
Trang 24Enter the name displ Type Displacement
Fringe Plot under
Title Click Quantity tab
Trang 25Change to
Displacement as
Quantity to be displayed
Click OK
Create max von Mises stress convergence plot
Click to copy the existing
Fill the information for Name and
Title as shown
Click Quantity tab
Trang 26Under Display type, change it to Graph
For Quantity, select Measure
Click to select Measure to
be plotted
The Measures
dialog box appears
Select the
max_stress_vm
OK
Trang 28Be sure to change the background color to white
Edit the displacement result window by selecting , and animate the displacement When done, uncheck the animate option
Click
Trang 29Select conv results to be displayed
Trang 30Exit the Result Windows
Save the model
ASSIGNMENT
Introduce 3 mm radius fillets at sharp corners as shown below
Trang 31Run the analysis of model with the same material, load, and constraints
Be sure to submit the following information with your report:
• Model with Elements, Loads, and Constraints
• Capture the Result Status window showing the solution is converged
• Von Mises Stress Distribution Fringe Plot – show Model Max What is the magnitude of max von Mises stress? Is the part is going to fail if AISI 1020 Hot-rolled steel to be used – see Table below?
• Displacement Distribution Fringe Plot - show Model Max What is the
magnitude of max displacement and where it is occurred?
• Convergence of Max von Mises Stress Plot
Use colors for figures of model, stress and displacement Change the background color to white