PRELIMINARY DESIGN REVIEW

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PRELIMINARY DESIGN REVIEW AUBURN UNIVERSITY NASA LUNABOT TEAM MARCH 28, 2014 MATTHEW JONES DAVID FAUCETT STEWARD BOYD WILL FLOURNOY TECHNICAL ADVISOR/OVERLORD - DR. BEALE SPONSORS-DR. MADSEN, DR. WILLIAMS, DR. BEALE

OVERVIEW Objective Team Structure Trade Studies System Architecture Testing Subsystem Design Estimated Points Per Run/Tech. Resource Budget Tracking Bill of Materials

MISSION STATEMENT The objective of this project is to create the mechanical portion of an autonomous system weighing less than 80 kg capable of surviving/navigating terrain representative of the Martian surface in order to retrieve and deposit regolith. This system should be able to collect and deposit a minimum of 10 kg of regolith in 10 minutes. By the end of the summer, a non-autonomous version will be operational and tested. This prototype will then be handed off to the next group to be modified as needed to meet the 2015 NASA Robotic Mining Competition rules and participate in the 2015 competition.

TEAM STRUCTURE Overlord/Technical Advisor Dr. Beale Team Manager Matthew Jones Subsystem Leads David Faucett (Wheel/Digging) Stewart Boyd (Storage/Dump) Will Flournoy (Testing/Prototype)

SUBSYSTEM COMPONENTS Digging/Drivetrain Scooping Depositing Power Generation Wheels Chassis Location of Fragile Components Storage/Dumping Electrical

EXISTING DESIGN Pros Mechanically simple/robust Single digging/dumping mechanism Simple production Cons Large/narrow wheels dig in decreasing maneuverability Bucket design changes weight balance No storage capacity (except digging bucket) Single dump requires accurate placement of bucket in relation to the bin

TRADE STUDIES

SYSTEM ARCHITECTURE Final Concept Final Concept 4 wheels 2 digging wheels for gathering BP-1 Auger depositing Skid steering system Carbon fiber carrying bin Pros Minimizes components that need to be controlled Makes it easy to implement autonomy Lightweight 40kg

Design and NASA Size Specifications Side View Top View Overall dimensions of robot Fits within NASA requirements Provides clearance for auger to dump into depositing bin

WHEEL PROTOTYPE/SCOOP TESTING Wheel Test Setup Scoop Design Geometry Reasons for test Determine torque required to turn/dig Sizing electric motor Gearing Evaluate scoop design Height of scoop Entry angle Number of scoops per wheel Determine if the concept would drive and dig Conclusions from Test Scoop Height 1.25 in Entry Angle 30 deg Stationary Dig 10 ft lbs Rolling Dig 5-8 ft lbs Scoops per wheel 10

SLIP ANGLE TEST 1 st Test Dropping Sand onto a Material 2 nd Test Raising the Material until Sand Slipped Test Type Static Sand Slip Angle (deg) Dynamic Sand Slip Angle (deg) Reason for test Find minimum angle that regolith will slip at When regolith is stationary When regolith is dropped on surface Test procedure 1 st test dropping sand onto a material 2 nd test raising the material until sand slipped Conclusions from test Need a minimum angle of 30 This ensures that regolith will side down Results from Test Carbon Fiber (Smooth) Material Carbon Fiber Plastic Steel Aluminum (Rough) Damp 30 35 30 25 30 Dry 25-30 35 30 25 30 Dry 20 30 25 25 25

WHEEL SUBSYSTEMS Exploded View of Digging Wheels Components Digging wheel Digging and drive system combined into one Reduces systems that need to be controlled Driven by single motor Gathering controlled by solenoid simple on/off 1 DOF for digging and driving Driving Wheels Components Driving Wheel Traction fins for gripping surface Designed to be lightweight Wide footprint Prevent wheel from digging down into the BP-1

DIGGING WHEEL SUBSYSTEM Solenoid Controlled Gathering Bin (On/Off) Simple operation Solenoid drives door from open to closed Open sending BP-1 to ground Closed sending BP-1 to bin Scoop Design Rubber guard provides anti-jamming Entry angle of 30

AUGER TEST Auger Test Setup Reason for test: Determine the validity of using an auger as a regolith deposition device Results: Tested auger moved sand at a rate of 0.139 kkkk ss The tested auger was the wrong type (hollow thread) and was tested with wet sand (harder to move) Conclusions: The auger is a viable option for dumping regolith When a proper auger (threaded shaft) the flow rate of regolith will be much higher than the rate found in the tests

AUGER/BIN SUBSYSTEM 1 DOF Minimizes dust creation Minimizes spillage when dumping regolith Minimizes risk of tipping over when dumping regolith Easy to control

BIN All angles are >=30 Volume of 18000 cm³, approximately 26 kg of regolith

AUGER CONVEYOR Requires only one motor Minimizes dust Maintains a steady center of gravity while dumping Harder to miss target bin

Category Saf/Comm Input Yes BP-1 Dug 22 Dry Weight 40 Engy Reported Dust Features Autonomy Estimated Point Yes 50 (half) Full 10 minutes Total Points 1276 Power Consumption Power Component Watt-hr 24 V Motor x 5 320 24 V Auger Motor 80 Total 400 CONCEPT EVALUATION Subsystem Component Weight per (kg) QTY Weight (kg) Motor 2.09 4 8.36 Wheel Digging Wheel 6.00 2 12.00 Rear Wheel 1.66 2 3.32 Chassis Main Frame 1.87 1 1.87 Electrical Battery 4.76 1 4.76 Electronics 2.27 1 2.27 Auger Weight Breakdown Motor 2.09 1 2.09 Auger 2.96 1 2.96 Bin 2.00 1 2.00 Total 39.63 Overview of Cost Bill of Material Cost ($) Driving System 1500 Auger/bin system 800 Chassis 100 Electronics 600 Total Cost 3000

QUESTIONS?

NASA ROBOTIC MINING COMPETITION Pass Safety and Comm Check Two 10 minute runs Minimum of 10 kg BP-1 to qualify Maximum 80 kg dry weight Can t dig until inside mining area Randomly selected starting orientation Element Points Pass Safety and Comm. Check 1000 BP-1 Excavated over 10kg +3 per kg Robot Weight -8 per kg Dust Tolerant Design 0-30 (Judge s discretion) Dust Free Operation 0-70 (Judge s discretion) Autonomous Operation 0, 50, 150, 250 or 500 Average Bandwidth -1 per 50 kb/sec Energy Consumption Reported 0 or 20

Bill of Materials Bill of Materials 2 Digging Wheels and 2 Non Digging Wheels Material Amount Cost per [$] Total [$] 6061 Aluminum 24"x24".05" thick 3 55.88 167.64 6061 Aluminum tube OD 1/2" ID 0.43" length 6' 2 25.15 50.3 6061 Aluminum Rect. Tube 1/2" x 1/2" 3 12.93 38.79 6061 Aluminum Bar Wd 1/4" Thick 1/4" length 6' 4 7.34 29.36 6061 Aluminum Sheet Thick 0.1" 24"x24" 1 32.77 32.77 Polycarbonate Plastic Thick 7/64" 24"x24" 1 21.43 21.43 6061 Aluminum Solid Bar D 3/4" length 6' 1 23.3 23.3 Steel Tapered-Roller Bearings Shaft Dia. 3/4" OD 1 25/32" 6 11.87 71.22 6061 Aluminum Solid Rod OD 2" Length 1' 1 24 24 6061 Aluminum Rect. Tube 3/4" x 3/4" Length 6' 1 15.56 15.56 IG52-04 24 VDC 10 RPM 4 155.08 620.32 Sprockets Chains sets 4 80 320 Continuous pull solenoid. Holding force 12.8 N, Voltage 24 VDC 2 20.42 40.84 Rubber Seal Wd. Inside (1/16" Ht 1/4") outside (3/16" Ht 5/16") 22 0.88 19.36 Total (wheels) 1474.89 Auger/Bin/Chassis Material Amount Cost per [$] Total [$] IG52-04 24 VDC 10 RPM 1 155.08 155.08 Sprockets Chains sets 1 80 80 Bearings 2 9 18 Screw 1 275 275 Aluminum Cap 1 8 8 Solid Carbon Fiber Sheet ~ 1/8" x 24" x 24" w/ gloss finish 1 236.5 236.5 4' 3" OD Aluminum Tube 1 70.76 70.76 1'x1' 1.25" aluminum plate 1 15.03 15.03 2'.5" Square Aluminum Tube 1 2.34 2.34 12' 1-1/8" Aluminum Tube 1 36 36 Total Auger/Bin/Chassis 896.71 Electronics Material Amount Cost per [$] Total [$] ACDelco ATX14BS (14-BS) Powersport Battery 1 69.7 69.7 NI myrio Enclosed Device 1 500 500 Total (Electronics) 569.7 Total (Overall) 2941.3

FUNCTIONAL REQUIREMENTS Dig at least 10 kg of BP1 in 10 minutes Must be contained originally in 1.50 m (length) x 0.75 m (width) x 0.75 m (height) Height must never go above 1.50 m Must navigate over/around or move obstacles with: Mass of up to 10 kg Diameter of 10-30 cm Must avoid/survive craters with the following dimensions Diameter 10-30 cm Width 10-30 cm Weight must be less than 80 kg unloaded Deposit dirt in competition bin 0.50 m above surface Must be able to be controlled from separate area wirelessly and/or run autonomously Must be capable of being run with a wired remote control. Must be able to operate in a semi dust free manner

Functional Decomposition Carry Dirt Dig Dirt Mobility Can t tip Support dirt weight No spillage/low dust generation Target time for digging Repeatability Low dust generation Placing dirt in carrying receptacle Motion in cardinal direction (forward/reverse, left right) Obstacle avoidance/survivability Carry dirt load Low dust generation Dump dirt Hit target receptacle Low dust Structural Support Hold everything together House fragile components Prevent dust penetration Lightweight Robust