9/30/2013 Systems Level Design ReviewP14462 Single Line Tethered Glider Team P14462 Sub-System Level...
If you can't read please download the document
9/30/2013 Systems Level Design ReviewP14462 Single Line Tethered Glider Team P14462 Sub-System Level Design Review Jon Erbelding Paul Grossi Sajid Subhani
9/30/2013 Systems Level Design ReviewP14462 Single Line
Tethered Glider Team P14462 Sub-System Level Design Review Jon
Erbelding Paul Grossi Sajid Subhani Kyle Ball Matthew Douglas
William Charlock
Slide 2
Team Introduction Team MemberMajor Sajid SubhaniIndustrial
Engineer - Team Lead Paul GrossiMechanical Engineer Matt
DouglasMechanical Engineer Jon ErbeldingMechanical Engineer Kyle
BallMechanical Engineer Bill CharlockMechanical Engineer
Slide 3
Agenda Project Description Review Engineering Requirements
Review Functional Decomposition Review Top 3 Concepts from Last
Review Concept Feasibility Glider Analysis and Feasibility Base
Station Analysis and Feasibility Project Planning Work Breakdown
Structure
Slide 4
Project Description Review Goal: Design, build, and test a
tethered, small-scale, human-controlled glider. Critical Project
Objectives: Maintain maximum tension on the tether Sustaining
horizontal and vertical flight paths Measure and record tether
tension and position Understand the influential parameters for
sustained, tethered, unpowered flight Glider Tether Base Station
Operator w/ controller
Slide 5
Engineering Requirements
Slide 6
Functional Decomposition
Slide 7
Review of Top 3 System Concepts 3 Single Axis Load Cell IMU
with Single Axis Load Cell 2 Potentiometers with Single Axis Load
Cell
Choosing the Glider The smaller Bixler glider creates less
tension for a larger operating range Able to operate with an
affordable load cell
Slide 11
Flight Orientation
Slide 12
Slide 13
Flight Analysis Wind Speed: ~ 11 mph
Slide 14
Flight Analysis Wind Speed: ~ 22 mph
Slide 15
Flight Analysis Wind Speed: ~ 44 mph
Slide 16
Qualitative DOE Slower wind speed: lower tension Larger flight
path radius: lower tension Beta angle peaks: ~ 94-95 Tension peaks:
~ 20 [m] tether length Tension must be less than 5000 [N] (1100
lbs)
Slide 17
Quantitative DOE Choosing flight configuration Inputs Maximum
allowable tension Observed wind speed Outputs Beta angle Tether
length Flight path radius
Slide 18
Bridle and Tether Setup Use a tension of 3000 lbs as an
overestimate. Maximum allowable stress for Bixler glider: 30 MPa
Bridle attached at two points on the fuselage causes structural
failure at the wing root with 180 MPa
Slide 19
Proposed Tether and Bridle Design
Slide 20
Ideal Bridle Location Analysis Optimum tether location: 0.51 m
from root. Optimum tether angle: 54 deg from airplane
Slide 21
Wing Stress Analysis
Slide 22
Maximum stress: 15 MPa
Slide 23
Fuselage Stress Analysis
Slide 24
Tether and Bridle Configuration
Slide 25
Base Station Analysis and Feasibility
Slide 26
2 Potentiometers and Single-Axis Load Cell Concept 1
Slide 27
Vertical Rotation
Slide 28
Static Analysis
Slide 29
Dynamic Analysis
Slide 30
Dynamic Analysis Continued
Slide 31
Horizontal Rotation
Slide 32
Static Analysis
Slide 33
3 Single-Axis Load Cells Concept 2
Slide 34
CAD Model Created 3-D model of the system in SolidWorks Works
well when the ball joints are kept in tension as seen in Fig 1.
Ball joints fail when they are put into compression as seen in Fig
2. Fig. 1 Fig. 2
Slide 35
Base Station Equipment Phidgets 3140_0 S Type Load CellBourns
3540S-1-103L Potentiometer
Slide 36
Initial Base Station Budget Comparison P14462 Purchase List for
3 Load Cell Base Station Part DescriptionUnit PriceQtyIndividual
Total Phidgets 3140_0 - S Type Load Cell503150.00 Ball End Joint
Rod3.78622.68 Shipping 0.00 Total Order Price 172.68 P14462
Purchase List for Potentiometer Base Station Part DescriptionUnit
PriceQtyIndividual Total Phidgets 3140_0 - S Type Load Cell50150.00
Bourns 3540S-1-103L Potentiometer20240.00 Miniature Aluminum
Base-Mounted Stainless Steel Ball Bearings ABEC-314.92229.84
Flanged Open 1/2 Inch Ball and Roller Bearing7.611 Shipping 0.00
Total Order Price 127.45
Slide 37
Project Planning
Slide 38
Slide 39
Work Breakdown Structure (10-12) Paul: Jon: Kyle: Matt: Saj:
Bill: