Porras - Project Report Sample 2.pdf

download Porras - Project Report Sample 2.pdf

of 68

Transcript of Porras - Project Report Sample 2.pdf

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    1/68

    ME273

    Liquid Nitrogen Evaporation Unit

    Isaac Porras

    Mechanical and Aerospace Engineering Department

    San Jose State University

    December 14, 2005

    Liquid Nitrogen

    Inlet

    Gas OutletLiquid Nitrogen

    Siphon Pump

    Extrusion Absorbs

    Heat from Atmosphere

    to Evaporate Liquid Nitrogen

    10 Slots for 10 Peliter

    Thermoelectric Elements

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    2/68

      1

    Executive Summary

    Research in alternative energy is essential to ensure that America’s dependence on

    volatile oil supplies is reduced. A possible alternative energy source can be liquid

    nitrogen. Liquid nitrogen is very cold and has a boiling temperature of -196 deg C. The

    vapor produced from the evaporation of liquid nitrogen expands to 700 times its original

    volume. This expansion can be used to push a piston and propel an air motor. Also, a

    large amount of heat is required to evaporate liquid nitrogen into a vapor. This heat

    energy can be converted into electricity through the use of peltier thermoelectric

    elements. The heat needed to evaporate the liquid nitrogen will be supplied by the

    surrounding atmospheric air, which will heat up a large surface area heat sink extrusion.

    The peltier elements will be sandwiched between the liquid nitrogen evaporator and theheat sink, which will create a temperature difference of 221 deg C and over 200 watts of

    electrical energy. The electricity generated can be used to turn a DC electric motor. The

    combination of air and electric motors can be used to power vehicles or other machines.

    The prototype presented in this report is an evaporation unit required to turn liquid

    nitrogen into gas.

    The geometry is a relatively simple rectangular structure with dimensions 5.56in X

    15in X 1in. The features were created by creating a 14.5in blind hole through the short

    end of the rectangle. This hole is the inlet for the liquid nitrogen. Two more 2.78in blind

    holes were created on the top of the structure. These holes will be used for the gas outlet

    and liquid nitrogen pump. Also, ten 0.02in cavity slots were created on the surface of the

     block for the ten peltier elements to fit in.

    The Boundary conditions and load constraints of the model were 250 Psi on the inside,

    a surface temperature of -196 deg C on the inside, a fixed screw hole in one corner with

    free rotation, a heat load of 122.5 lbf*ft/sec on each peltier slot, an environment

    temperature of 75 degrees, and three sides of the block were constrained with

    displacement allowed in the direction of the plane. 3-D solid elements were used because

    the model did not have a constant cross-sectional shape or symmetry.

    The optimization of the structure was defined by maximizing the diameter of the

    liquid nitrogen inlet 14.5in blind hole while keeping the safety factor under a value of

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    3/68

      2

    two. The larger the diameter of the hole became, the thinner the wall of the structure

     becomes, which increased the stress of the structure. A large hole is desired in order to

    maximize the flow of liquid nitrogen into the device. Also, a much larger pressure of

    1000 Psi was applied to the inside of the structure and the same optimization described

    above was calculated.

    The results show that the device is very safe at 250 Psi with a safety factor of 24. The

    optimization showed that with a bore hole diameter increased to 0.9in, the safety factor

    decreased to 5. This showed that the device can support a much higher pressure load and

    it was found that the model can withstand up to 1000 Psi and the maximum radius hole

    size for the liquid to travel through was optimized to 0.328in. Also, the thermal stress

    induced by the liquid nitrogen shank the entire block by 0.082in and the temperature

    distribution throughout the structure varied by 0.3 deg F. The deflection due to thermal

    contraction created an extremely high stress that could destroy the structure, thus the

    screws used to mount the device must allow the structure to freely expand and contract

    with changes in temperature.

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    4/68

      3

    Table of Contents

    1. List of Tables …………………………………………………………………………..4

    2. List of Figures ………………………………………………………………………..5-6

    3. Project Objective ………………………………………………………………….…...7

    4. Project Summary …………………………………………………………………...8-10

    5. The Model Creation …………………………………………………………….…11-26

    6. Analysis and Results ………………………………………………………………27-30

    7. Optimization Procedure …………………………………………………………...31-36

    8. Appendix ...……………………………………………………………………......37-67

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    5/68

      4

    List of Tables

    1. Table 1. Model Data ………………………………………………………………….. 8

    2. Table 2. Results Summary for 250 Psi Load ……………..……………………………8

    3. Table 3. Optimization Summary for 250 Psi Load ..…………… ..………….… ..……9

    4. Table 4. Results Summary for 1000 Psi Load …………………………………...….…9

    5. Table 5. Optimization Summary for 1000 Psi Load …………………………………...9

    6. Table 6. Results Summary for Thermal Analysis ………………………………….....10

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    6/68

      5

    List of Figures

    1. Figure 1. Concept of Generating Electricity by the Flow of Heat ………………….…7

    2. Figure 2. Cut-Away View of the Liquid Nitrogen Evaporator ……………..…………73. Figure 3. Isometric View of the Liquid Nitrogen Evaporator …………………..……11

    4. Figure 4. Drawing of the Liquid Nitrogen Evaporator …………….…………………115. Figure 5. First Extrusion of Model ……………….……………….………………….12

    6. Figure 6. Second Extrusion of Model ……………………...…………………………127. Figure 7. Third Extrusion of Model ………………………………………………..…13

    8. Figure 8. Fourth Extrusion of Model …………………………………………………13

    9. Figure 9. Fifth Extrusion of Model ……………………………………………...……1410. Figure 10. Sixth Extrusion of Model …………………………………………..……14

    11. Figure 11. Seventh Extrusion of Model ………………………………..……………15

    12. Figure 12. Load for Model ……………….……………….……………….……..….1613. Figure 13. First Constraint for Model ………………..…….…………..……………16

    14. Figure 14. Second Constraint for Model ……………………….………………...…17

    15. Figure 15. Third Constraint for Model ……………………………………………...1716. Figure 16. Material Selection for Model …………………………………….………1817. Figure 17. Creating FEA of the Model ………………..………………..……….…..18

    18. Figure 18. Static FEA Settings ………………..………………..……..……………..19

    19. Figure 19. Start Static FEA ………………………………………….………………1920. Figure 20. Creating Thermal Analysis for Model ………………….………………..20

    21. Figure 21. Switching to Thermal Mode ……………….……………….………...….20

    22. Figure 22. Selecting Thermal Heat Loads ……………….……………….…………2123. Figure 23. Selecting Temperature Boundary Conditions ……………….……….….21

    24. Figure 24. Creating a New Thermal Analysis File ……...………….……………….22

    25. Figure 25. Configuring the Thermal Analysis ………………………………………22

    26. Figure 26. Start Thermal Analysis …..…………………..…………………..………2327. Figure 27. Creating the Thermal Stress Analysis ……..……………………….……23

    28. Figure 28. Switching Back to Structure Mode …..………………………..……...…24

    29. Figure 29. Setting the Ambient Temperature ……………………..……….………..2430. Figure 30. Creating a New Thermal Stress Analysis File …………..……….......….25

    31. Figure 31. Thermal Stress Analysis Settings …..…………..………………..………25

    32. Figure32. Start Thermal Stress Analysis ……..………………..……..……………..2633. Figure 33. FEA Displacement and Stress Fringe Plots ……………..…….…...…....27

    34. Figure 34. FEA Von Misses and Strain Energy vs. P-Loop Pass ……..….……........28

    35. Figure 35. Thermal Stress Displacement and Stress Fringe Plots ………………..…2836. Figure 36. Thermal Stress Analysis Mass and Strain Energy vs. P-Loop Pass ……..29

    37. Figure 37. Thermal Analysis Temperature Fringe Plot ……………………..………2938. Figure 38. Creating Optimization ……….……….……….……….……….………. 31

    39. Figure 39. Creating a Design Parameter ….……….……….………….……….……3240. Figure 40. Selecting a Design Parameter …..………………..…..…………………..32

    41. Figure 41. Creating a New Design Study File ……..…………….………………….33

    42. Figure 42. Opening the Design Study Parameter Window …………….………....…3343. Figure 43. Creating the Design Study Parameters ………….………………….……34

    44. Figure 44. Start Design Study ……….……….…….…………….…………….……34

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    7/68

      6

    45. Figure 45. Optimization Mass and Stress vs. Pass Graph ………….………………..35

    46. Figure 46. Optimized Model ……….………………….………………….…………35

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    8/68

      7

    Project Objective

    The objective of this project is to create a liquid nitrogen evaporator that will

    withstand both a maximum pressure of 250 Psi and a temperature of -196 deg. C, and

    with a size of 5.56in X 15in X 1in. This device will transform the heat used to evaporate

    liquid nitrogen inside the aluminum block into electricity with the use of ten peltier

    thermoelectric elements attached to the surface of the aluminum block, which turns heat

    flow into electric energy (see below). The pressure created from this evaporation will

    then be stored in an external tank and used to turn an air motor. This project will,

    however, only focus on the device that will evaporate the liquid nitrogen up to 250 Psi.

    The size of this evaporator is to be minimized in order to power a small vehicle like a go

    kart or golf cart.

    Figure 1. Concept of Generating Electricity by the Flow of Heat

    Figure 2. Cut-Away View of the Liquid Nitrogen Evaporator

    Liquid Nitrogen

    Inlet

    Gas OutletLiquid Nitrogen

    Siphon Pump

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    9/68

      8

    Project Summary

    Table 1. Model Data

    Model Data

    Model Type: (3-D, Plane Stress, Plane

    Strain, or Axisymmetric) 3-D

    Elements Type: (Beam, 2-D shell,compressed shell, axisymmetric 1-D shell,

    etc.) 

    Solid

    Constraints: (where applied: surface ,

    edge/curve, points; exact location, andDOF that are fixed)

    A fixed screw hole in one corner with free

    rotation, three sides of the block wereconstrained with displacement allowed in

    the direction of the plane.

    Load: (Type of load, where applied:

    surface , edge/curve, points; exact location,and magnitudes of load  

    250 Psi on the inside, a surface temperature

    of -196 deg C on the inside, a heat load of122.5 lbf*ft/sec on each peltier slot, an

    environment temperature of 75 degrees, 

    Material Properties

    Aluminum 6061

    Yield Strength = 37kPsi

    Density 0.0002536 [lbf sec^2 / in^4]

    Young's Modulus 1e+07 [lbf / in^2]

    Poisson's Ratio 0.3

    Conductivity 22.49 [lbf / (sec F)]

    Specific Heat 829900 [in^2 / (sec^2 F)]

    Thermal Expansion 1.3e-05 [/ F]

    Shear Stiffness 3.84615e+06 [lbf / in^2]

    Units used   IPS

    Table 2. Results Summary for 250 Psi Load

    Results Summary for 250 Psi Load

    Maximum static stress: 1.5 kPsi

    Yield Strength of the material: 37 kPsi

    Maximum deflection in the model: 0.000029in

    Factor of safety 24

    Total number of elements used and theirtypes:

    5190 Solid Elements

    Total CPU run time: 1623.51 sec

    •  Using the 3-D solid elements took a very ling time and the school computers werenot powerful enough to compute the FEA. After, using a more powerful

    computer, no problems were encountered in the FEA.

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    10/68

      9

    Table 3. Optimization Summary for 250 Psi Load

    Optimization Summary for 250 Psi Load

    Optimized Parameters: Liquid Nitrogen Inlet Hole DiameterMin: 0.25in

    Max: 0.45inOptimization Goal: Minimize Von Misses Stress

    Limits: Von Misses Stress < 19500 Psi

    = Safety Factor of 1.9 or more

    A Comparison of the New and Optimized

    Parameters:

    The original radius was 0.25in. The

    optimal radius was found to be the

    maximum 0.45in radius with a safety factorof 5.

    Total CPU run time: 815.5 sec

    Table 4. Results Summary for 1000 Psi LoadResults Summary for 1000 Psi LoadMaximum static stress: 6.02 kPsi

    Yield Strength of the material: 37 kPsi

    Maximum deflection in the model: 0.000029in

    Factor of safety 6

    Total number of elements used and theirtypes:

    5190 Solid Elements

    Total CPU run time: 1629.03 sec

    •  Using the 3-D solid elements took a very ling time and the school computers werenot powerful enough to compute the FEA. After, using a more powerful

    computer, no problems were encountered in the FEA.

    Table 5. Optimization Summary for 1000 Psi Load

    Optimization Summary for 1000 Psi Load

    Optimized Parameters: Liquid Nitrogen Inlet Hole Diameter

    Min: 0.25inMax: 0.45in

    Optimization Goal: Minimize Von Misses Stress

    Limits: Von Misses Stress < 19500 PsiFor a Safety Factor of 1.9 or more

    A Comparison of the New and OptimizedParameters:

    The original radius was 0.25in. Theoptimal radius was found to be the

    maximum 0.328in radius with a safety

    factor of 1.9.

    Total CPU run time: 4667.81 sec

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    11/68

      10

    Table 6. Results Summary for Thermal Analysis

    Results Summary for Thermal AnalysisTemperature Distribution: Min: -320.46 deg F

    Max: -320.80 deg F

    Yield Strength of the material: 37 kPsi

    Maximum deflection in the model: 0.082in

    Factor of safety 5

    Total number of elements used and their

    types:

    5190 Solid Elements

    Total CPU run time: 1629.03 sec

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    12/68

      11

    The Model Creation

    Pro/E:

    Figure 3. Isometric View of the Liquid Nitrogen Evaporator

    Figure 4. Drawing of the Liquid Nitrogen Evaporator

    The model is very straightforward to create. Start with a rectangular block with the

    overall dimension shown above. Then create the holes and recess cut-outs in the locations

    shown in the print. Use Aluminum 6061 material for the model. The following figures are

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    13/68

      12

    screen shots of the extrusion steps for creating the model. Make sure IPS units is selected.

    Please refer to drawing Figure 4 in previous page for detailed dimensions:

    1) Extrude the solid rectangle with overall dimensions 5.56 X 15 X 1

    Figure 5. First Extrusion of Model

    2) Extrude cut the Liquid Nitrogen inlet blind hole.

    Figure 6. Second Extrusion of Model

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    14/68

      13

    3) Extrude cut both gas and pump holes.

    Figure 7. Third Extrusion of Model

    4) Extrude cut the peltier thermoelectric element recess.

    Figure 8. Fourth Extrusion of Model

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    15/68

      14

    5) Right-click the previous extrusion in the Tree window and select the pattern command

    to create two rows of five recesses.

    Figure 9. Fifth Extrusion of Model

    6) Extrude cut the mounting hole in one corner.

    Figure 10. Sixth Extrusion of Model

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    16/68

      15

    7) Right-click the previous extrusion in the Tree window and select the pattern command

    to create two rows of three holes. The model is complete.

    Figure 11. Seventh Extrusion of Model

    Pro/M:

    The model type used is 3-D solid elements. 3-D elements were used because there was

    no constant cross-sectional geometry and there was no symmetry. No idealizations wereused in this model. The two magnitudes of the loads used were pressure loads of 250 Psi

    and 1000 Psi. The 1000 Psi load will be used in the following Pro/M procedure

    explanation. Steps for creating the loads, constraints, materials, thermal constraints, and

    analysis will be discussed in the following figures:

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    17/68

      16

    1) Click on the “New Pressure Load” button, hold the Cntrl key and select the red areas

    inside model. Release the Cntrl key and click the middle mouse button. Then type a value

    of 1000 Psi and click “Ok.”

    Figure 12. Load for Model

    2) Click on the “New Displacement Constraint” button, hold the Cntrl key and select the

    10 red areas where the peltier recesses are. Release the Cntrl key and click the middle

    mouse button. Then set the X and Y translation to “Free” and click ok.

    Figure 13. First Constraint for Model

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    18/68

      17

    3) Click on the “New Displacement Constraint” button, hold the Cntrl key and select the

    red area on the front side of the structure. Release the Cntrl key and click the middle

    mouse button. Then set the Y and Z translation to “Free” and click ok.

    Figure 14. Second Constraint for Model

    4) Click on the “New Displacement Constraint” button, hold the Cntrl key and select the

     bottom of the structure. Release the Cntrl key and click the middle mouse button. Then

    set the X and Z translation to “Free” and click ok.

    Figure 15. Third Constraint for Model

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    19/68

      18

    4) Click on the “Define Material” button and click on AL6061. Press the “>>>” button

    and click the “Assign” button. Select the “Part” selection and click on the structure. Then

    click the “Close” button.

    Figure 16. Material Selection for Model

    5) Click on the “Analysis and Design Studies” button, click the “File” menu button, and

    then select the “New Static” menu item.

    Figure 17. Creating FEA of the Model

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    20/68

      19

    6) Select the “Multi-Pass Adaptive” selection in the Method menu, then change the

    maximum polynomial order to 9 and click “Ok.”

    Figure 18. Static FEA Settings

    7) Click “Start Run” button and wait for the FEA to complete.

    Figure 19. Start Static FEA

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    21/68

      20

    8) After the FEA is complete, the thermal loads and constraints can be added. Click on

    “Edit” in the menu and select “Mechanica Model Type.”

    Figure 20. Creating Thermal Analysis for Model

    9) Change the Mode to “Thermal” and click “Ok.”

    Figure 21. Switching to Thermal Mode

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    22/68

      21

    10) Select the “New Heat Load on Surface” button, hold down the Cntrl key and select

    the 10 red shaded areas where the 10 peltier element recesses are. Release the “Cntrl”

     button and click the middle mouse button. Then type 122.5 lbf*ft/sec in the Q section andclick “Ok.”

    Figure 22. Selecting Thermal Heat Loads

    11) Click the “New Prescribed Temperature” button, hold down the Cntrl key and select

    the red shaded areas on the inside of the structure. Release the Cntrl key and click themiddle mouse button. Then type -321.8 deg F in the temperature section to simulate the

    liquid nitrogen inside the structure and click “Ok.”

    Figure 23. Selecting Temperature Boundary Conditions

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    23/68

      22

    12) Click on the “Analysis and Design Studies” button, click “File” from the menu, and

    select the “New Steady State Thermal” menu item.

    Figure 24. Creating a New Thermal Analysis File

    13) Select the “Multi-Pass Adaptive” selection in the Method menu, then change the

    maximum polynomial order to 9 and click “Ok.”

    Figure 25. Configuring the Thermal Analysis

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    24/68

      23

    14) Click “Start Run” button and wait for the thermal analysis to complete.

    Figure 26. Start Thermal Analysis

    15) Once the thermal analysis is complete, the thermal stress analysis can begin. Click“Edit” button in the menu and select “Mechanical Model Type.”

    Figure 27. Creating the Thermal Stress Analysis

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    25/68

      24

    16) Select “Structure” from the Mode section and click “Ok.”

    Figure 28. Switching Back to Structure Mode

    17) Click “Insert” from the Menu, select the “MECT/T” menu item, type 75 deg F in theReference Temperature section to simulate ambient air temperature, and click “Ok.”

    Figure 29. Setting the Ambient Temperature

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    26/68

      25

    18) Click on the “Analysis and Design Studies” button, click “File” from the menu, and

    select the “New Static” menu item.

    Figure 30. Creating a New Thermal Stress Analysis File

    19) Select the “Multi-Pass Adaptive” selection in the Method menu, then change themaximum polynomial order to 9 and click “Ok.”

    Figure 31. Thermal Stress Analysis Settings

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    27/68

      26

    20) Click “Start Run” button and wait for the thermal FEA to complete.

    Figure32. Start Thermal Stress Analysis

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    28/68

      27

    Analysis and Results

    Static:

    max_disp_mag: 1.162636e-04 0.3%

    max_stress_vm: 6.019675e+03 0.2%

    Thermal:

    max_disp_mag: 8.242551e-02 0.0%

    max_stress_vm: 6.596068e+03 0.0%

    max_temperature: -3.204613e+02 0.0%min_temperature: -3.208000e+02 0.0%

    (See Appendix for Complete Analysis RPT Results)

    Figure 33. FEA Displacement and Stress Fringe Plots

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    29/68

      28

    Figure 34. FEA Von Misses and Strain Energy vs. P-Loop Pass

    Figure 35. Thermal Stress Displacement and Stress Fringe Plots

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    30/68

      29

    Figure 36. Thermal Stress Analysis Mass and Strain Energy vs. P-Loop Pass

    Figure 37. Thermal Analysis Temperature Fringe Plot

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    31/68

      30

    The results showed that the most stress is created by the thermal stress and not by the

     pressure load. The results took over a day to complete the analysis because 3-D solid

    elements were used and over 5000 elements were used. Also, the thermal analysis

    showed that the temperature variation is relatively constant throughout the structure even

    though the liquid nitrogen only touches the inside surface of the inlet center hole and with

    nearly 3000 watts of total heat flow through the surface of the peltier recesses.

    The analysis showed that the objectives of this project were met and exceeded. The

    structure withstood over four times the original required load with a safety factor greater

    than two. However, because of the large contraction deflection of the structure due the

    extremely cold temperatures in the center of the structure, the structure must be allowed

    to expand and contract freely or else the structure will be destroyed. The results of the

    analysis seemed to be very realistic and accurate. Real-life testing of this design can be

    used to verify the results.

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    32/68

      31

    Optimization Procedure 

    The design parameters for the optimization was to maximize the diameter of the liquid

    nitrogen inlet blind hole in order to allow the maximum amount of liquid nitrogen to flow

    into the structure while keeping the safety factor greater or equal to 1.9. Steps for

    completing the optimization will be shown in the following figures:

    1) Select “Analysis” from the menu and select the “Mechanica Design Controls” menu

    item.

    Figure 38. Creating Optimization

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    33/68

      32

    2) Select “Design Params” from the menu and click the “Create” button.

    Figure 39. Creating a Design Parameter

    3) Select the 0.25 radius dimension and click the middle mouse button. Then click

    “Done/Return” from the menu.

    Figure 40. Selecting a Design Parameter

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    34/68

      33

    4) Click the “Analysis and Design Studies” button, click “File” from the menu, and select

    the “New Design Study” menu item.

    Figure 41. Creating a New Design Study File

    5) Select “Optimization” from the Type menu.

    Figure 42. Opening the Design Study Parameter Window

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    35/68

      34

    6) Check the Goal section, click “Select,” choose “max_stress_vm” from the menu and

    click “Ok.” Then check the Limits On section and click “Create,” select

    “max_stress_vm” from the menu and click “Ok.” Select the “>” sign and type 19500 Psiin the limit sub-window. Then check the item in the Parameter window, select

    “Minimum” in the Min section, “Maximum” in the Init section, and “Maximum” in the

    Max section. Lastly, uncheck the “Repeat P-Loop Convergence” and click “Accept.”

    Figure 43. Creating the Design Study Parameters

    7) Click “Start Run” button and wait for the thermal analysis to complete.

    Figure 44. Start Design Study

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    36/68

      35

    The following figures are the results of the optimization:

    Figure 45. Optimization Mass and Stress vs. Pass Graph

    Figure 46. Optimized Model

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    37/68

      36

    A large hole is desired to maximize the flow of liquid nitrogen into the liquid nitrogen

    evaporator. However, if the size of the hole is too large, then the wall thickness of the

    structure will decrease, which will increase the stress and possibly destroy the structure

    with a 1000 Psi load. The optimization began with a maximum an initial radius of 0.45in.

    The computer then decreased the radius of the liquid nitrogen inlet blind hole until the

    safety factor reached a value of more than 1.9. As the radius decreased, the mass

    increased and the stress decreased. There was some trouble with the optimization,

     because the optimized radius of 0.328 was found after the first run. After the first run, the

    optimization produced an error and crashed. The optimization did not successfully

    complete, but before the optimization crashed, the data was saved. The incomplete RPT

    file showed that the final optimized radius was the correct value because the Von Misses

    stress calculated at the optimized diameter made a safety factor of 1.92, which is only

    slightly higher that 1.9. Thus, the optimization RPT data is still useful information, even

    though the value was found after the first run and crashed.

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    38/68

      37

    Appendix

    a. Project Proposal

     b. Project Research

    f. Edited *.rpt files

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    39/68

      38

    Liquid Nitrogen Evaporation Unit

    Team Member:

    Isaac Porras

    11/3/05

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    40/68

      39

    Objective:

    The objective of this project is to create a liquid nitrogen evaporator that willwithstand both a maximum pressure of 300 psi and a temperature of -196 deg. C, and

    with a size of about 5in X 5in X 1in. This device will be used to generate electricity with

    the use of peltier elements (see figure below), which turn heat flow into electric energy.The pressure created from this evaporation will then be used to turn an air motor. This

     project will, however, only focus on the device that will evaporate the liquid nitrogen up

    to 300 psi. The size of this evaporator is to be minimized in order to power a small

    vehicle like a go kart or golf cart.

    Figure 1. Concept of Generating Electricity by the Flow of Heat

    (See Detailed Design Sketch on Next Page)

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    41/68

      40

    Procedure:

    The procedure to complete this project is to first model an aluminum block with

    the appropriate holes for liquid nitrogen to travel, mounting holes, a groove to fit a peltierdevice, holes for liquid nitrogen level sensors, and holes for temperature sensors. 3-D

    elements will then be used to analyze the 300psi pressure and -196 deg. C temperature

    inside the vessel. Then the safety factor will be calculated and the device will be

    optimized to minimize mass. A heat-sink will then be attached to the bottom of theevaporator increase the heat-flow into the evaporator.

    End Product Deliverables:

    A liquid nitrogen evaporator that has:

    1. Minimized mass2. Safety factor ≥23. Ability to mount two peltier elements

    4. Ability to mount to a heat-sink to increase heat flow into the evaporator5. Ability to mount temperature sensors

    6. Ability to mount liquid nitrogen level sensors

    7. Ability to mount Pressure sensors

    8. Ability to withstand Thermal Stress

    Timetable:

    October 24 through December 12Oct Nov Dec

    Week/Task 24 31 7 14 21 28 5 12

    1. Prepare Proposal

    2. Initial Design

    3. Part FEA analysis

    4. Part Optimization

    5. Assembly

    6. Drawings

    7. Analysis

    8. Final Report

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    42/68

      41

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    43/68

      42

    ------------------------------------------------------------

    Mechanica Structure Version K-01-27:spg

    Summary for Design Study "psi1000_static"Sat Dec 10, 2005 23:35:53

    ------------------------------------------------------------

    Run Settings

    Memory allocation for block solver: 1000.0

    Parallel Processing StatusParallel task limit for current run: 2

    Parallel task limit for current platform: 64

     Number of processors detected automatically: 2Checking the model before creating elements...

    These checks take into account the fact that AutoGEM will

    automatically create elements in volumes with material

     properties, on surfaces with shell properties, and on curveswith beam section properties.

    Generate elements automatically.Checking the model after creating elements...

     No errors were found in the model.

    Mechanica Structure Model Summary

    Principal System of Units: Inch Pound Second (IPS)

    Length: inForce: lbf

    Time: sec

    Temperature: F

    Model Type: Three Dimensional

    Points: 1762Edges: 8559

    Faces: 11980

    Springs: 0

    Masses: 0

    Beams: 0

    Shells: 0Solids: 5190

    Elements: 5190

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    44/68

      43

    ------------------------------------------------------------

    Standard Design Study

    Static Analysis "psi1000_static":

    Convergence Method: Multiple-Pass Adaptive

    Plotting Grid: 4

    Convergence Loop Log: (23:36:05)

    >> Pass 1 > Pass 7

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    45/68

      44

    ---------------- ------------ -----------------

    LoadSet1 1.36e+02 1.8% of 7.34e+03

    Resource Check (00:02:15)

    Elapsed Time (sec): 1581.95

    CPU Time (sec): 1628.16Memory Usage (kb): 1216297

    Wrk Dir Dsk Usage (kb): 2634752

    The analysis converged to within 10% onedge displacement, element strain energy,

    and global RMS stress.

    Total Mass of Model: 2.000164e-02

    Total Cost of Model: 0.000000e+00

    Constraint Set: ConstraintSet1

    Load Set: LoadSet1

    Resultant Load on Model:

    in global X direction: 4.148195e-03in global Y direction: -3.927022e+02

    in global Z direction: -2.804163e-02

    Measures:

     Name Value Convergence-------------- ------------- -----------

    max_beam_bending: 0.000000e+00 0.0%

    max_beam_tensile: 0.000000e+00 0.0%

    max_beam_torsion: 0.000000e+00 0.0%max_beam_total: 0.000000e+00 0.0%

    max_disp_mag: 1.162636e-04 0.3%

    max_disp_x: 4.990149e-05 0.3%max_disp_y: 5.065681e-05 0.6%

    max_disp_z: -1.149555e-04 0.4%

    max_prin_mag: -7.341313e+03 14.8%max_rot_mag: 0.000000e+00 0.0%

    max_rot_x: 0.000000e+00 0.0%

    max_rot_y: 0.000000e+00 0.0%

    max_rot_z: 0.000000e+00 0.0%max_stress_prin: 5.903367e+03 10.1%

    max_stress_vm: 6.019675e+03 0.2%

    max_stress_xx: -2.443959e+03 12.3%

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    46/68

      45

    max_stress_xy: 9.118155e+02 8.6%

    max_stress_xz: -3.144181e+03 13.1%

    max_stress_yy: -2.978996e+03 13.4%max_stress_yz: -2.714660e+03 15.7%

    max_stress_zz: -6.207449e+03 11.1%

    min_stress_prin: -7.341313e+03 14.8%strain_energy: 6.773170e-01 0.2%

    Analysis "psi1000_static" Completed (00:02:17)

    ------------------------------------------------------------

    Memory and Disk Usage:

    Machine Type: Windows NT/x86

    RAM Allocation for Solver (megabytes): 1000.0

    Total Elapsed Time (seconds): 1585.01

    Total CPU Time (seconds): 1629.03

    Maximum Memory Usage (kilobytes): 1216297Working Directory Disk Usage (kilobytes): 2634752

    Results Directory Size (kilobytes):81676 .\psi1000_static

    Maximum Data Base Working File Sizes (kilobytes):1048576 .\psi1000_static.tmp\kblk1.bas

    832512 .\psi1000_static.tmp\kblk2.bas

    668672 .\psi1000_static.tmp\kel1.bas84992 .\psi1000_static.tmp\oel1.bas

    ------------------------------------------------------------

    Run Completed

    Sun Dec 11, 2005 00:02:18

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    47/68

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    48/68

      47

    Standard Design Study

    Steady-State Thermal Analysis "me273_project_thermal":

    Convergence Method: Multiple-Pass AdaptivePlotting Grid: 4

    Convergence Loop Log: (16:25:08)

    >> Pass 1 > Pass 2

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    49/68

      48

    >> Pass 3 > Pass 4 > Pass 5

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    50/68

      49

    Local Temp/Energy Index: 8.1%

    Global Energy Index: 3.3%

    Resource Check (16:26:04)Elapsed Time (sec): 67.79

    CPU Time (sec): 60.42

    Memory Usage (kb): 1134205Wrk Dir Dsk Usage (kb): 34816

    >> Pass 6

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    51/68

      50

     Name Value Convergence

    -------------- ------------- -----------

    energy_norm: 1.434345e+01 0.0%max_flux_mag: 4.615338e+01 1.4%

    max_flux_x: -2.400180e+01 0.5%

    max_flux_y: -3.243341e+01 0.0%max_flux_z: 2.531674e+01 1.2%

    max_grad_mag: 2.052174e+00 1.4%

    max_grad_x: 1.067221e+00 0.5%

    max_grad_y: 1.442126e+00 0.0%max_grad_z: -1.125689e+00 1.2%

    max_temperature: -3.204613e+02 0.0%

    min_temperature: -3.208000e+02 0.0%

    Analysis "me273_project_thermal" Completed (16:26:25)

    ------------------------------------------------------------

    Memory and Disk Usage:

    Machine Type: Windows NT/x86

    RAM Allocation for Solver (megabytes): 1000.0

    Total Elapsed Time (seconds): 88.90

    Total CPU Time (seconds): 77.63

    Maximum Memory Usage (kilobytes): 1134205Working Directory Disk Usage (kilobytes): 34816

    Results Directory Size (kilobytes):43454 .\me273_project_thermal

    Maximum Data Base Working File Sizes (kilobytes):

    34816 .\me273_project_thermal.tmp\kel1.bas

    ------------------------------------------------------------

    Run Completed

    Sat Dec 10, 2005 16:26:25

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    52/68

      51

    ------------------------------------------------------------

    Mechanica Structure Version K-01-27:spg

    Mechanica Thermal Version K-01-27:spgSummary for Design Study "Trial1"

    Sat Dec 10, 2005 18:23:05

    ------------------------------------------------------------

    Run Settings

    Memory allocation for block solver: 1000.0

    Parallel Processing Status

    Parallel task limit for current run: 2

    Parallel task limit for current platform: 64 Number of processors detected automatically: 2

    Checking the model before creating elements...

    These checks take into account the fact that AutoGEM will

    automatically create elements in volumes with material properties, on surfaces with shell properties, and on curves

    with beam section properties.

    Generate elements automatically.

    Checking the model after creating elements...

     No errors were found in the model.

    Mechanica Structure Model Summary

    Principal System of Units: Inch Pound Second (IPS)

    Length: in

    Force: lbf

    Time: sec

    Temperature: F

    Model Type: Three Dimensional

    Points: 1762

    Edges: 8559

    Faces: 11980

    Springs: 0

    Masses: 0

    Beams: 0Shells: 0

    Solids: 5190

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    53/68

      52

    Elements: 5190

    ------------------------------------------------------------

    Mechanica Thermal Model Summary

    Principal System of Units: Inch Pound Second (IPS)

    Length: in

    Force: lbfTime: sec

    Temperature: F

    Model Type: Three Dimensional

    Points: 1762

    Edges: 8559Faces: 11980

    Beams: 0Shells: 0

    Solids: 5190

    Elements: 5190

    ------------------------------------------------------------

    Standard Design Study

    Analyses:

    Trial1

    me273_project_thermal

    Analysis Trial1 requires input data from

    analysis me273_project_thermal.

    Static Analysis "Trial1":

    Convergence Method: Multiple-Pass AdaptivePlotting Grid: 4

    Convergence Loop Log: (18:24:39)

    >> Pass 1

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    54/68

      53

    Maximum Edge Order: 1

    Solving Equations (18:24:44)

    Post-Processing Solution (18:24:45)Calculating Disp and Stress Results (18:24:45)

    Checking Convergence (18:25:33)

    Elements Not Converged: 5190Edges Not Converged: 8559

    Local Disp/Energy Index: 100.0%

    Global RMS Stress Index: 100.0%

    Resource Check (18:25:34)Elapsed Time (sec): 148.73

    CPU Time (sec): 95.28

    Memory Usage (kb): 1134269Wrk Dir Dsk Usage (kb): 40960

    >> Pass 4

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    55/68

      54

    Total Cost of Model: 0.000000e+00

    Constraint Set: ConstraintSet1

    Load Set: LoadSet1

    Resultant Load on Model:

    in global X direction: 6.763373e-03

    in global Y direction: -9.816023e+01

    in global Z direction: -2.757513e-02

    Measures:

     Name Value Convergence

    -------------- ------------- -----------

    max_beam_bending: 0.000000e+00 0.0%

    max_beam_tensile: 0.000000e+00 0.0%max_beam_torsion: 0.000000e+00 0.0%

    max_beam_total: 0.000000e+00 0.0%

    max_disp_mag: 8.242551e-02 0.0%max_disp_x: -7.715425e-02 0.0%

    max_disp_y: -2.860447e-02 0.0%

    max_disp_z: 5.050752e-03 0.0%max_prin_mag: -6.025085e+03 0.0%

    max_rot_mag: 0.000000e+00 0.0%

    max_rot_x: 0.000000e+00 0.0%max_rot_y: 0.000000e+00 0.0%

    max_rot_z: 0.000000e+00 0.0%

    max_stress_prin: 4.387434e+03 0.0%max_stress_vm: 6.596068e+03 0.0%

    max_stress_xx: -5.548722e+03 0.0%

    max_stress_xy: 2.199788e+03 0.0%

    max_stress_xz: -1.611881e+03 0.0%max_stress_yy: -4.827445e+03 0.0%

    max_stress_yz: -1.935812e+03 0.0%

    max_stress_zz: 2.948472e+03 0.0%min_stress_prin: -6.025085e+03 0.0%

    strain_energy: 3.502546e-01 0.0%

    Analysis "Trial1" Completed (18:28:40)

    ------------------------------------------------------------

    Memory and Disk Usage:

    Machine Type: Windows NT/x86

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    56/68

      55

    RAM Allocation for Solver (megabytes): 1000.0

    Total Elapsed Time (seconds): 334.92Total CPU Time (seconds): 169.97

    Maximum Memory Usage (kilobytes): 1164631

    Working Directory Disk Usage (kilobytes): 43008

    Results Directory Size (kilobytes):

    85845 .\Trial1

    Maximum Data Base Working File Sizes (kilobytes):

    22528 .\Trial1.tmp\kel1.bas

    20480 .\Trial1.tmp\oel1.bas

    ------------------------------------------------------------

    Run Completed

    Sat Dec 10, 2005 18:28:40

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    57/68

      56

    ------------------------------------------------------------

    Mechanica Structure Version K-01-27:spg

    Summary for Design Study "psi1000_optimization"Sun Dec 11, 2005 12:18:02

    ------------------------------------------------------------

    Run Settings

    Memory allocation for block solver: 1000.0

    Perform mesh smoothing after each parameter update.

    Remesh after each parameter update.

    Parallel Processing Status

    Parallel task limit for current run: 2Parallel task limit for current platform: 64

     Number of processors detected automatically: 2

    Checking the model before creating elements...

    These checks take into account the fact that AutoGEM willautomatically create elements in volumes with material

     properties, on surfaces with shell properties, and on curves

    with beam section properties.

    Generate elements automatically.

    Checking the model after creating elements...

     No errors were found in the model.

    Mechanica Structure Model Summary

    Principal System of Units: Inch Pound Second (IPS)

    Length: in

    Force: lbf

    Time: secTemperature: F

    Model Type: Three Dimensional

    Points: 1762

    Edges: 8559Faces: 11980

    Springs: 0

    Masses: 0Beams: 0

    Shells: 0

    Solids: 5190

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    58/68

      57

    Elements: 5190

    ------------------------------------------------------------

    Optimization Design Study

    Using Gradient Projection Optimization Algorithm

    Sun Dec 11, 2005 12:18:09

    Goal

    Analysis: psi1000_static

    Load Set: LoadSet1Minimize: max_stress_vm

    Limit: 1

    Analysis: psi1000_staticLoad Set: LoadSet1

    max_stress_vm < 1.9500e+004

    Parameter Min. Value Initial Value Max. Value

    d8 0.25 0.45 0.45

    Optimization Convergence Tolerance: 1 %

    Maximum Number of Optimization Iterations: 20

    Begin Analysis of Goal and Limits of (12:18:09)

    Initial Design

    ** Warning: Analysis did not converge during optimization because max polynomial order of 9 was reached.

    Local Disp/Energy Index: 24.5%

    Global RMS Stress Index: 11.0%

    ------------------------------------------------------------

    Initial Design Status

    Parameters:d8 0.45

    Status of Optimization Limits:

    1. max_stress_vm 4.9694e+04 < 1.9500e+04 (VIOLATED)

    The initial design violates the optimization limits.

    Begin search for feasible values of (13:21:30)

     parameters.

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    59/68

      58

    Begin Optimization Iteration 1 (13:21:30)

    Initial Goal: 4.9694e+04

    Fixing Optimization Limit (13:21:30)1 (max_stress_vm)

    Parameters:

    d8 0.360707Status of Optimization Limit: 1

    max_stress_vm 2.4484e+04 < 1.9500e+04 (VIOLATED)

    Parameters:

    d8 0.328472

    Status of Optimization Limit: 1

    max_stress_vm 1.9196e+04 < 1.9500e+04 (satisfied)

    Status of Optimization Limits:

    1. max_stress_vm 1.9196e+04 < 1.9500e+04 (satisfied)

    The parameter values are now feasible.

    Result of Optimization Iteration 1

    Parameters:

    d8 0.328472Goal: 1.9196e+04

    Status of Optimization Limits:

    1. max_stress_vm 1.9196e+04 < 1.9500e+04 (satisfied)

    Resource Check (14:29:12)

    Elapsed Time (sec): 7870.63

    CPU Time (sec): 4667.81Memory Usage (kb): 1394744

    Wrk Dir Dsk Usage (kb): 3554304

    Begin Optimization Iteration 2 (14:29:12)

    Begin Line Search (14:29:13)Step size governed by lower limit on

     parameter d8

    Line Search Iteration 1

    Parameters:

    d8 0.324548

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    60/68

      59

    Goal: 1.9056e+04

    Parameters:d8 0.322331

    Goal: 1.8941e+04

    Parameters:

    d8 0.25

    Goal: 1.5271e+04

    ** Warning: Changing the parameters has produced invalidmodel or geometry for the following parameter

    values:

    Parameters:

    d8 0.252

    Recovering from invalid parameter values by cutting

    step size.

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    61/68

      60

    ------------------------------------------------------------

    Mechanica Structure Version K-01-27:spg

    Summary for Design Study "me273_project_static"Sat Dec 10, 2005 15:50:57

    ------------------------------------------------------------

    Run Settings

    Memory allocation for block solver: 1000.0

    Parallel Processing StatusParallel task limit for current run: 2

    Parallel task limit for current platform: 64

     Number of processors detected automatically: 2Checking the model before creating elements...

    These checks take into account the fact that AutoGEM will

    automatically create elements in volumes with material

     properties, on surfaces with shell properties, and on curveswith beam section properties.

    Generate elements automatically.Checking the model after creating elements...

     No errors were found in the model.

    Mechanica Structure Model Summary

    Principal System of Units: Inch Pound Second (IPS)

    Length: inForce: lbf

    Time: sec

    Temperature: F

    Model Type: Three Dimensional

    Points: 1762Edges: 8559

    Faces: 11980

    Springs: 0

    Masses: 0

    Beams: 0

    Shells: 0Solids: 5190

    Elements: 5190

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    62/68

      61

    ------------------------------------------------------------

    Standard Design Study

    Static Analysis "me273_project_static":

    Convergence Method: Multiple-Pass Adaptive

    Plotting Grid: 4

    Convergence Loop Log: (15:51:10)

    >> Pass 1 > Pass 7

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    63/68

      62

    ---------------- ------------ -----------------

    LoadSet1 3.39e+01 1.8% of 1.84e+03

    Resource Check (16:17:30)

    Elapsed Time (sec): 1592.90

    CPU Time (sec): 1622.59Memory Usage (kb): 1217001

    Wrk Dir Dsk Usage (kb): 2634752

    The analysis converged to within 10% onedge displacement, element strain energy,

    and global RMS stress.

    Total Mass of Model: 2.000164e-02

    Total Cost of Model: 0.000000e+00

    Constraint Set: ConstraintSet1

    Load Set: LoadSet1

    Resultant Load on Model:

    in global X direction: 1.037049e-03in global Y direction: -9.817556e+01

    in global Z direction: -7.010407e-03

    Measures:

     Name Value Convergence-------------- ------------- -----------

    max_beam_bending: 0.000000e+00 0.0%

    max_beam_tensile: 0.000000e+00 0.0%

    max_beam_torsion: 0.000000e+00 0.0%max_beam_total: 0.000000e+00 0.0%

    max_disp_mag: 2.906589e-05 0.3%

    max_disp_x: 1.247537e-05 0.3%max_disp_y: 1.266420e-05 0.6%

    max_disp_z: -2.873888e-05 0.4%

    max_prin_mag: -1.835328e+03 14.8%max_rot_mag: 0.000000e+00 0.0%

    max_rot_x: 0.000000e+00 0.0%

    max_rot_y: 0.000000e+00 0.0%

    max_rot_z: 0.000000e+00 0.0%max_stress_prin: 1.475842e+03 10.1%

    max_stress_vm: 1.504919e+03 0.2%

    max_stress_xx: -6.109898e+02 12.3%

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    64/68

      63

    max_stress_xy: 2.279539e+02 8.6%

    max_stress_xz: -7.860452e+02 13.1%

    max_stress_yy: -7.447491e+02 13.4%max_stress_yz: -6.786650e+02 15.7%

    max_stress_zz: -1.551862e+03 11.1%

    min_stress_prin: -1.835328e+03 14.8%strain_energy: 4.233231e-02 0.2%

    Analysis "me273_project_static" Completed (16:17:33)

    ------------------------------------------------------------

    Memory and Disk Usage:

    Machine Type: Windows NT/x86

    RAM Allocation for Solver (megabytes): 1000.0

    Total Elapsed Time (seconds): 1596.35

    Total CPU Time (seconds): 1623.51

    Maximum Memory Usage (kilobytes): 1217001Working Directory Disk Usage (kilobytes): 2634752

    Results Directory Size (kilobytes):81652 .\me273_project_static

    Maximum Data Base Working File Sizes (kilobytes):1048576 .\me273_project_static.tmp\kblk1.bas

    832512 .\me273_project_static.tmp\kblk2.bas

    668672 .\me273_project_static.tmp\kel1.bas84992 .\me273_project_static.tmp\oel1.bas

    ------------------------------------------------------------

    Run Completed

    Sat Dec 10, 2005 16:17:34

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    65/68

      64

    ------------------------------------------------------------

    Mechanica Structure Version K-01-27:spg

    Mechanica Thermal Version K-01-27:spgSummary for Design Study "optimization"

    Sat Dec 10, 2005 20:29:18

    ------------------------------------------------------------

    Run Settings

    Memory allocation for block solver: 1000.0

    Perform mesh smoothing after each parameter update.Remesh after each parameter update.

    Parallel Processing StatusParallel task limit for current run: 2

    Parallel task limit for current platform: 64

     Number of processors detected automatically: 2

    Checking the model before creating elements...These checks take into account the fact that AutoGEM will

    automatically create elements in volumes with material

     properties, on surfaces with shell properties, and on curveswith beam section properties.

    Generate elements automatically.Checking the model after creating elements...

     No errors were found in the model.

    Mechanica Structure Model Summary

    Principal System of Units: Inch Pound Second (IPS)

    Length: in

    Force: lbfTime: sec

    Temperature: F

    Model Type: Three Dimensional

    Points: 1762Edges: 8559

    Faces: 11980

    Springs: 0Masses: 0

    Beams: 0

    Shells: 0

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    66/68

      65

    Solids: 5190

    Elements: 5190

    ------------------------------------------------------------

    Mechanica Thermal Model Summary

    Principal System of Units: Inch Pound Second (IPS)

    Length: in

    Force: lbf

    Time: secTemperature: F

    Model Type: Three Dimensional

    Points: 1762

    Edges: 8559

    Faces: 11980

    Beams: 0

    Shells: 0Solids: 5190

    Elements: 5190

    ------------------------------------------------------------

    Optimization Design Study

    Using Gradient Projection Optimization Algorithm

    Sat Dec 10, 2005 20:29:25

    Goal

    Analysis: me273_project_staticLoad Set: LoadSet1

    Minimize: max_stress_vm

    Limit: 1

    Analysis: me273_project_static

    Load Set: LoadSet1

    max_stress_vm < 1.9500e+004

    Parameter Min. Value Initial Value Max. Value

    d8 0.25 0.45 0.45

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    67/68

      66

    Optimization Convergence Tolerance: 1 %

    Maximum Number of Optimization Iterations: 20

    Begin Analysis of Goal and Limits of (20:29:25)

    Initial Design** Warning: Analysis did not converge during optimization

     because max polynomial order of 9 was reached.

    Local Disp/Energy Index: 11.9%Global RMS Stress Index: 0.3%

    ------------------------------------------------------------

    Initial Design Status

    Parameters:d8 0.45

    Status of Optimization Limits:

    1. max_stress_vm 6.6134e+03 < 1.9500e+04 (satisfied)

    Goal (before optimization): 6.6134e+03

    Resource Check (20:44:37)

    Elapsed Time (sec): 919.54

    CPU Time (sec): 666.62Memory Usage (kb): 1432870

    Wrk Dir Dsk Usage (kb): 233472

    Begin Optimization Iteration 1 (20:44:37)

    Optimization converged on limit boundary.

    Best Design Found:

    Parameters:

    d8 0.45Goal: 6.6134e+03

    Optimization study statistics: Number of Base Analyses: 5

     Number of Perturbation Analyses: 2

    ------------------------------------------------------------

    Memory and Disk Usage:

  • 8/17/2019 Porras - Project Report Sample 2.pdf

    68/68

    Machine Type: Windows NT/x86

    RAM Allocation for Solver (megabytes): 1000.0

    Total Elapsed Time (seconds): 1175.74

    Total CPU Time (seconds): 873.30

    Maximum Memory Usage (kilobytes): 1434918Working Directory Disk Usage (kilobytes): 233472

    Total Elapsed Time in Parameter Updates (seconds):

    122.23

    Total Engine Elapsed Time Minus Param. Updates (seconds):1053.51

    Total CPU Time in Parameter Updates (seconds):

    57.80Total Engine CPU Time Minus Param. Updates (seconds):

    815.50

    Results Directory Size (kilobytes):118127 .\optimization

    Maximum Data Base Working File Sizes (kilobytes):192512 .\optimization.tmp\kel1.bas

    40960 .\optimization.tmp\oel1.bas

    ------------------------------------------------------------

    Run Completed

    Sat Dec 10, 2005 20:48:53