Corina Sandu, Scott Naranjo, Saied Taheri, Virginia Tech
U.S. Army Quad Member:
Dr. Paramsothy Jayakumar, TARDEC
Industry Quad Members:
Dr. Brant Ross, MotionPort, Mr. Daniel Christ, Michelin Americas Research Co
Torque is part of the basic specification of an engine: the power - output of an engine is expressed as its torque multiplied by its rotational speed. Digital Torque Meter is an intellectualized and digital measuring instrument, which is specially designed for testing and measuring of varied torque to be applied to caps of bottles, and is of use to Pharmaceuticals and Food and Beverage Industry.For More Information Please Logon http://goo.gl/QsvLfC
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Tony Cutler of Otraco International presents a case study from the Nimingarra mine site in Australia that examines the effect of good haul-road conditions on truck productivity and tyre workload
This document contains a parts list for a rotary gear pump assembly. It lists 16 components of the pump along with their quantities, masses, materials, part names, and item numbers. The total mass of all parts is approximately 348 kg with the largest components being the pump body, end cover, and mounting bracket made of cast iron.
The document summarizes a presentation on modeling rubber bushings using fractional derivatives. It describes a fractional Kelvin-Voigt bushing model that captures frequency-dependent stiffness and damping with few parameters. Test data from a class-8 truck bushing showed the model matched experimental dynamic stiffness and damping over 1-50Hz, performing better than a standard 2-parameter model. The model was then implemented in a full vehicle model in ADAMS.
This document provides specifications for various Michelin off-road tire models designed for civil and military vehicles operating on difficult terrains. It lists technical details like size, tread depth, width, diameter, load capacity, speed rating and intended use for each tire. The tires are designed to provide maximum traction, durability and mobility in various conditions including mud, sand, snow and on-road. Michelin offers a comprehensive range of products and specialized support for off-road vehicle manufacturers and owners.
Caterpillar cat gc70 k forklift lift trucks service repair manual snat89a 000...fjjsekwsxkdmmem
This service manual provides information for servicing Cat lift trucks with GM4.3L gasoline engines. It covers vehicle exterior features, models covered, locating serial numbers, dimensions, and technical specifications. The document includes an index listing the groups of components covered in the manual, such as cooling, electrical, powertrain, transmissions, axles, brakes, steering, hydraulics, masts/forks, and service data. Specification tables are provided for each truck model that include items like capacity, lift speeds, travel speeds, dimensions, tires, weights, and engine details.
Caterpillar cat gc55 k forklift lift trucks service repair manual snat88 0000...fjskekdmmse
This service manual provides information for servicing Cat lift trucks with GM4.3L gasoline engines. It covers vehicle exterior features, models covered, locating serial numbers, dimensions, and technical specifications. The document includes an index listing the groups of components covered in the manual, such as cooling, electrical, powertrain, transmission, front and rear axles, brakes, steering, hydraulics, masts/forks, and service data. Specifications, components, removal/installation procedures, and troubleshooting information are provided for servicing the various systems.
Caterpillar cat gc70 k str forklift lift trucks service repair manual snat89a...hfjsejdkemmn
This service manual provides information for servicing Cat lift trucks with GM4.3L gasoline engines. It covers vehicle exterior features, models covered, locating serial numbers, dimensions, and technical specifications. The document includes 12 groups that cover topics like cooling system, electrical system, power train, transmissions, front and rear axles, brakes, steering, hydraulics, masts/forks, and service data. Group 1 provides general vehicle information specifying the truck models, serial number locations, dimensions, and technical data.
Torque is part of the basic specification of an engine: the power - output of an engine is expressed as its torque multiplied by its rotational speed. Digital Torque Meter is an intellectualized and digital measuring instrument, which is specially designed for testing and measuring of varied torque to be applied to caps of bottles, and is of use to Pharmaceuticals and Food and Beverage Industry.For More Information Please Logon http://goo.gl/QsvLfC
Rules of the Road - Tyre Management Otraco Intl at Mining MagazineOtraco International
Tony Cutler of Otraco International presents a case study from the Nimingarra mine site in Australia that examines the effect of good haul-road conditions on truck productivity and tyre workload
This document contains a parts list for a rotary gear pump assembly. It lists 16 components of the pump along with their quantities, masses, materials, part names, and item numbers. The total mass of all parts is approximately 348 kg with the largest components being the pump body, end cover, and mounting bracket made of cast iron.
The document summarizes a presentation on modeling rubber bushings using fractional derivatives. It describes a fractional Kelvin-Voigt bushing model that captures frequency-dependent stiffness and damping with few parameters. Test data from a class-8 truck bushing showed the model matched experimental dynamic stiffness and damping over 1-50Hz, performing better than a standard 2-parameter model. The model was then implemented in a full vehicle model in ADAMS.
This document provides specifications for various Michelin off-road tire models designed for civil and military vehicles operating on difficult terrains. It lists technical details like size, tread depth, width, diameter, load capacity, speed rating and intended use for each tire. The tires are designed to provide maximum traction, durability and mobility in various conditions including mud, sand, snow and on-road. Michelin offers a comprehensive range of products and specialized support for off-road vehicle manufacturers and owners.
Caterpillar cat gc70 k forklift lift trucks service repair manual snat89a 000...fjjsekwsxkdmmem
This service manual provides information for servicing Cat lift trucks with GM4.3L gasoline engines. It covers vehicle exterior features, models covered, locating serial numbers, dimensions, and technical specifications. The document includes an index listing the groups of components covered in the manual, such as cooling, electrical, powertrain, transmissions, axles, brakes, steering, hydraulics, masts/forks, and service data. Specification tables are provided for each truck model that include items like capacity, lift speeds, travel speeds, dimensions, tires, weights, and engine details.
Caterpillar cat gc55 k forklift lift trucks service repair manual snat88 0000...fjskekdmmse
This service manual provides information for servicing Cat lift trucks with GM4.3L gasoline engines. It covers vehicle exterior features, models covered, locating serial numbers, dimensions, and technical specifications. The document includes an index listing the groups of components covered in the manual, such as cooling, electrical, powertrain, transmission, front and rear axles, brakes, steering, hydraulics, masts/forks, and service data. Specifications, components, removal/installation procedures, and troubleshooting information are provided for servicing the various systems.
Caterpillar cat gc70 k str forklift lift trucks service repair manual snat89a...hfjsejdkemmn
This service manual provides information for servicing Cat lift trucks with GM4.3L gasoline engines. It covers vehicle exterior features, models covered, locating serial numbers, dimensions, and technical specifications. The document includes 12 groups that cover topics like cooling system, electrical system, power train, transmissions, front and rear axles, brakes, steering, hydraulics, masts/forks, and service data. Group 1 provides general vehicle information specifying the truck models, serial number locations, dimensions, and technical data.
This document discusses various topics related to soil compaction from agricultural equipment, including:
- Definitions of soil compaction and the factors that influence it
- Methods for reducing compaction, such as improving soil quality, avoiding wet soils, using larger tires with lower pressure
- How compaction affects soils and crop growth over time
- Measurements of load distribution in soils from different tires and inflation pressures
- Interpreting information provided on tire sidewalls
IRJET - Improving Engineering Properties of Marine Clay using Tyre ChipsIRJET Journal
This study assessed the impact of adding waste tire chips to marine clay soil at different proportions. Laboratory tests were conducted on the clay soil without additives and with tire chip additives ranging from 0-10% by weight. The tests measured properties like consolidation, compaction, and California Bearing Ratio (CBR). The CBR increased from 1.18 for untreated clay to a maximum of 2.95 when 5% tire chips were added at the optimum moisture content of 18.5%. Overall, the results showed that the addition of tire chips can improve the engineering properties of marine clay soil by increasing its strength and bearing capacity.
Presentation by Cathrina Barros of Caltrans on Testing Accreditation and Independent Assurance delivered at the CalAPA Fall Asphalt Pavement Conference Oct. 24, 2013 in Sacramento, Calif.
RoadstaB - Road stabilization technology invented in Russia to withstand the crucial climatic condition, at the same time providing economical, durable, and innovative future alternative road in India. Please do not confuse Road stabilization with Soil Stabilization.
Bullas a study of measurement methods for diesel sorbent 2014-04-22 - comp...Dr John C Bullas
This document summarizes a study on measuring the performance of diesel sorbents used to clean up diesel spills on roads and the impact of diesel spills on road user delays. The study developed a testing protocol to evaluate sorbents' ability to absorb diesel, avoid contaminating roads or the environment, and not reduce road slipperiness. It assessed sorbents' performance over time in absorbing diesel and releasing it later. The study aimed to help road operators better understand diesel spill cleanup and its effects on traffic.
Anoop Varghese(1), John Turner(1), Thomas Way(2), Clarence Johnson(3), Brian Steenwyk(1)
1 Bridgestone Americas Tire Operations
2 National Soil Dynamics Lab
3 Auburn University
Effect of Pavement Surface Characteristics on Skid ResistanceIRJET Journal
This document discusses a study that examined the effect of pavement surface characteristics on skid resistance. Researchers measured the mean texture depth (MTD) using a sand patch test and skid resistance values using a British pendulum tester at various locations. They calculated friction index values and correlated MTD, dry and wet skid resistance values with friction at different speeds. The study found that MTD correlated more strongly with friction at higher speeds, indicating macrotexture impacts skid resistance at high speeds. Dry skid values correlated best with low speed friction, relating to microtexture. Wet skid values showed a moderate to strong correlation with friction overall. Maintaining suitable macrotexture and microtexture on road surfaces can provide optimal skid resistance and safety
Assessment of Flexible Pavement Using the Falling Weight Deflectometer: A Com...IRJET Journal
This document provides a review of using Falling Weight Deflectometers (FWDs) to assess flexible pavements. It discusses FWD instruments and back-calculation methods to compute layer moduli.
The document begins by introducing FWD testing and its importance in pavement evaluation. It then describes various commercially available FWD models from manufacturers as well as indigenous Indian FWD models developed at IIT Kharagpur.
The principle of FWD testing is explained, which involves dropping a weight onto the pavement surface to simulate traffic loads. Deflection sensors then measure the surface deflections at different radial distances from the load. Back-calculation analysis of the deflection basin is used to estimate moduli of individual pavement layers.
This engineering standard defines requirements for excavation, backfill, compaction, inspection, and management of earth and rock materials during construction. It provides definitions of relevant terms and outlines general quality control responsibilities. Fill and backfill materials must meet specified gradation and compaction requirements. Excavation methods are defined based on rock type, from normal excavation of soft rock to controlled blasting for hard rock. Non-metallic applications and revision history are also covered.
This document provides requirements for excavation, backfill placement and compaction for construction projects at Saudi Aramco. It defines relevant terms and references other Saudi Aramco standards. The contractor must implement quality control and submit documentation including test reports and plans. Fill material and compaction methods are specified along with safety requirements for excavation, drainage and protecting existing utilities and structures. Rock excavation is addressed separately from soil excavation.
IRJET- An Experimantal Investigation of Concrete with Artificial SandIRJET Journal
This document presents the results of an experimental investigation into the properties of concrete with artificial sand. Artificial sand is manufactured as an alternative to natural sand due to declining natural resources. The study involves testing concrete mixtures with varying percentages (0-100%) of artificial sand replacement at curing periods of 7, 14, and 28 days. Tests conducted include compressive strength, split tensile strength, flexural strength, shear strength, and non-destructive tests. The results show the compressive strength, split tensile strength, and flexural strength of concrete with 60-100% artificial sand meet or exceed the minimum specifications. This suggests artificial sand can be a viable replacement for natural sand in concrete.
Rehabilitation Study of NH34 Kabrai to Maudaha through the 35.00 Km Section L...IRJET Journal
This document summarizes a rehabilitation study of a 35 km section of NH34 highway between Kabrai and Maudaha in India. The study found rutting, cracking, and other pavement distresses due to heavy traffic volumes and loads. It analyzed existing pavement conditions through test pits, calculated traffic volumes and equivalent single axle loads, and determined the resilient modulus of the subgrade. Using the Asphalt Institute Manual method, it designed a 105 mm overlay consisting of a 50 mm leveling layer and 55 mm surface course to rehabilitate the pavement for the expected traffic loads over a 15-year design life. The rehabilitation was expected to increase the operational speed and level of service of the highway section.
IRJET - Experimental Study on Properties of SoilIRJET Journal
1. The document describes experimental studies on the properties of soil, including standard proctor compaction testing, specific gravity testing using pycnometer method, and sieve analysis for particle size distribution.
2. Standard proctor compaction testing found the maximum dry density of the soil to be 2.46 gm/cc at the optimum moisture content of 10%.
3. Testing also determined the specific gravity of the soil to be 2.55, uniformity coefficient of 4.16 indicating well graded soil, and coefficient of curvature of 1.2 also indicating well graded soil.
IRJET- Geotechnical Investigation of Different Soil Samples using Regression ...IRJET Journal
This document presents the results of a study that used regression analysis to develop equations to predict geotechnical properties of soils based on index properties. Soil samples were collected from various locations and tested in the laboratory to determine their California bearing ratio (CBR), maximum dry density (MDD), and optimum moisture content (OMC). Simple and multiple linear regression analyses were performed to establish relationships between these properties and index values like liquid limit, plastic limit, plasticity index, etc. Correlation coefficients were calculated. Equations were developed for CBR, MDD and OMC in terms of percentage compositions of industrial waste, fly ash, red mud, cement and lime stabilizers. Additional equations linked CBR to individual index properties.
The document discusses tire pressure monitoring systems (TPMS) and the factors that impact their effectiveness. It notes that under-inflated tires can increase fuel consumption by up to 3% and tire wear by up to 15%. Both direct and indirect TPMS methods are described along with their influencing factors, such as mechanical compatibility with wheels and tires, electromagnetic interference, temperature variations, vehicle characteristics, and road conditions. The document also examines the potential effects of TPMS on reducing CO2 emissions and how new TPMS regulations could impact existing tire and wheel standards. It concludes that any new legislation should take a technology-neutral approach to apply to all vehicle systems currently in use.
EarthZyme - Paving a New Way For Haul Road Construction Sean James P.Eng.
This document summarizes the benefits of EarthZyme, a non-toxic clay-based soil stabilizer. It reduces costs associated with transporting, using machinery, and labor for soil projects. Tests show it increases soil strength and reduces swelling compared to untreated soil. EarthZyme improves durability of roads and surfaces. It has been successfully used on various infrastructure projects internationally.
Presentation by Maged Armanuse, Branch Chief, METS, California Department of Transportation (Caltrans), on recent revisions to the HWTT (AASHTO T324) test. Presentation delivered on Nov. 6, 2019 at the California Asphalt Pavement Association Fall Asphalt Pavement Conference in Sacramento, Calif.
IRJET- Analysis of Structural Deformation in Flexible Pavement using KENLAYER...IRJET Journal
The document analyzes the plastic deformation of unbound granular materials used in the base and sub-base layers of flexible pavements under variable cyclic loads and dry densities using the KENLAYER computer program. Field samples were taken from 5 different road categories and tested in the lab to determine properties like density, thickness and resilient modulus. The KENLAYER program was then used to model pavement responses like stresses, strains and deformation under different load repetitions and dry densities. The results aim to study how plastic deformation is affected by load repetitions and dry density to better understand rutting performance of the granular materials.
This document describes standards compiled by the International Society for Terrain-Vehicle Systems (ISTVS) Standardization Committee. The standards are grouped into sections including: A) a glossary of terrain-vehicle terms; B) descriptions of soil-test devices associated with soil-vehicle tests; and C) abbreviations and symbols. The standards are intended to provide consistent terminology for concepts related to off-road vehicle mobility. Comments from readers are solicited to improve and adopt the final standards.
The document summarizes standards being developed by the International Society for Terrain-Vehicle Systems (ISTVS) for terminology and test procedures related to off-road vehicle operations. It provides definitions for over 170 terms related to terrain characteristics, vehicle properties, and soil/snow testing devices. The goal is to standardize terminology to improve communication between researchers. Members are invited to provide feedback on the proposed definitions and procedures.
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This document discusses various topics related to soil compaction from agricultural equipment, including:
- Definitions of soil compaction and the factors that influence it
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- How compaction affects soils and crop growth over time
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This study assessed the impact of adding waste tire chips to marine clay soil at different proportions. Laboratory tests were conducted on the clay soil without additives and with tire chip additives ranging from 0-10% by weight. The tests measured properties like consolidation, compaction, and California Bearing Ratio (CBR). The CBR increased from 1.18 for untreated clay to a maximum of 2.95 when 5% tire chips were added at the optimum moisture content of 18.5%. Overall, the results showed that the addition of tire chips can improve the engineering properties of marine clay soil by increasing its strength and bearing capacity.
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This document summarizes a study on measuring the performance of diesel sorbents used to clean up diesel spills on roads and the impact of diesel spills on road user delays. The study developed a testing protocol to evaluate sorbents' ability to absorb diesel, avoid contaminating roads or the environment, and not reduce road slipperiness. It assessed sorbents' performance over time in absorbing diesel and releasing it later. The study aimed to help road operators better understand diesel spill cleanup and its effects on traffic.
Anoop Varghese(1), John Turner(1), Thomas Way(2), Clarence Johnson(3), Brian Steenwyk(1)
1 Bridgestone Americas Tire Operations
2 National Soil Dynamics Lab
3 Auburn University
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This document discusses a study that examined the effect of pavement surface characteristics on skid resistance. Researchers measured the mean texture depth (MTD) using a sand patch test and skid resistance values using a British pendulum tester at various locations. They calculated friction index values and correlated MTD, dry and wet skid resistance values with friction at different speeds. The study found that MTD correlated more strongly with friction at higher speeds, indicating macrotexture impacts skid resistance at high speeds. Dry skid values correlated best with low speed friction, relating to microtexture. Wet skid values showed a moderate to strong correlation with friction overall. Maintaining suitable macrotexture and microtexture on road surfaces can provide optimal skid resistance and safety
Assessment of Flexible Pavement Using the Falling Weight Deflectometer: A Com...IRJET Journal
This document provides a review of using Falling Weight Deflectometers (FWDs) to assess flexible pavements. It discusses FWD instruments and back-calculation methods to compute layer moduli.
The document begins by introducing FWD testing and its importance in pavement evaluation. It then describes various commercially available FWD models from manufacturers as well as indigenous Indian FWD models developed at IIT Kharagpur.
The principle of FWD testing is explained, which involves dropping a weight onto the pavement surface to simulate traffic loads. Deflection sensors then measure the surface deflections at different radial distances from the load. Back-calculation analysis of the deflection basin is used to estimate moduli of individual pavement layers.
This engineering standard defines requirements for excavation, backfill, compaction, inspection, and management of earth and rock materials during construction. It provides definitions of relevant terms and outlines general quality control responsibilities. Fill and backfill materials must meet specified gradation and compaction requirements. Excavation methods are defined based on rock type, from normal excavation of soft rock to controlled blasting for hard rock. Non-metallic applications and revision history are also covered.
This document provides requirements for excavation, backfill placement and compaction for construction projects at Saudi Aramco. It defines relevant terms and references other Saudi Aramco standards. The contractor must implement quality control and submit documentation including test reports and plans. Fill material and compaction methods are specified along with safety requirements for excavation, drainage and protecting existing utilities and structures. Rock excavation is addressed separately from soil excavation.
IRJET- An Experimantal Investigation of Concrete with Artificial SandIRJET Journal
This document presents the results of an experimental investigation into the properties of concrete with artificial sand. Artificial sand is manufactured as an alternative to natural sand due to declining natural resources. The study involves testing concrete mixtures with varying percentages (0-100%) of artificial sand replacement at curing periods of 7, 14, and 28 days. Tests conducted include compressive strength, split tensile strength, flexural strength, shear strength, and non-destructive tests. The results show the compressive strength, split tensile strength, and flexural strength of concrete with 60-100% artificial sand meet or exceed the minimum specifications. This suggests artificial sand can be a viable replacement for natural sand in concrete.
Rehabilitation Study of NH34 Kabrai to Maudaha through the 35.00 Km Section L...IRJET Journal
This document summarizes a rehabilitation study of a 35 km section of NH34 highway between Kabrai and Maudaha in India. The study found rutting, cracking, and other pavement distresses due to heavy traffic volumes and loads. It analyzed existing pavement conditions through test pits, calculated traffic volumes and equivalent single axle loads, and determined the resilient modulus of the subgrade. Using the Asphalt Institute Manual method, it designed a 105 mm overlay consisting of a 50 mm leveling layer and 55 mm surface course to rehabilitate the pavement for the expected traffic loads over a 15-year design life. The rehabilitation was expected to increase the operational speed and level of service of the highway section.
IRJET - Experimental Study on Properties of SoilIRJET Journal
1. The document describes experimental studies on the properties of soil, including standard proctor compaction testing, specific gravity testing using pycnometer method, and sieve analysis for particle size distribution.
2. Standard proctor compaction testing found the maximum dry density of the soil to be 2.46 gm/cc at the optimum moisture content of 10%.
3. Testing also determined the specific gravity of the soil to be 2.55, uniformity coefficient of 4.16 indicating well graded soil, and coefficient of curvature of 1.2 also indicating well graded soil.
IRJET- Geotechnical Investigation of Different Soil Samples using Regression ...IRJET Journal
This document presents the results of a study that used regression analysis to develop equations to predict geotechnical properties of soils based on index properties. Soil samples were collected from various locations and tested in the laboratory to determine their California bearing ratio (CBR), maximum dry density (MDD), and optimum moisture content (OMC). Simple and multiple linear regression analyses were performed to establish relationships between these properties and index values like liquid limit, plastic limit, plasticity index, etc. Correlation coefficients were calculated. Equations were developed for CBR, MDD and OMC in terms of percentage compositions of industrial waste, fly ash, red mud, cement and lime stabilizers. Additional equations linked CBR to individual index properties.
The document discusses tire pressure monitoring systems (TPMS) and the factors that impact their effectiveness. It notes that under-inflated tires can increase fuel consumption by up to 3% and tire wear by up to 15%. Both direct and indirect TPMS methods are described along with their influencing factors, such as mechanical compatibility with wheels and tires, electromagnetic interference, temperature variations, vehicle characteristics, and road conditions. The document also examines the potential effects of TPMS on reducing CO2 emissions and how new TPMS regulations could impact existing tire and wheel standards. It concludes that any new legislation should take a technology-neutral approach to apply to all vehicle systems currently in use.
EarthZyme - Paving a New Way For Haul Road Construction Sean James P.Eng.
This document summarizes the benefits of EarthZyme, a non-toxic clay-based soil stabilizer. It reduces costs associated with transporting, using machinery, and labor for soil projects. Tests show it increases soil strength and reduces swelling compared to untreated soil. EarthZyme improves durability of roads and surfaces. It has been successfully used on various infrastructure projects internationally.
Presentation by Maged Armanuse, Branch Chief, METS, California Department of Transportation (Caltrans), on recent revisions to the HWTT (AASHTO T324) test. Presentation delivered on Nov. 6, 2019 at the California Asphalt Pavement Association Fall Asphalt Pavement Conference in Sacramento, Calif.
IRJET- Analysis of Structural Deformation in Flexible Pavement using KENLAYER...IRJET Journal
The document analyzes the plastic deformation of unbound granular materials used in the base and sub-base layers of flexible pavements under variable cyclic loads and dry densities using the KENLAYER computer program. Field samples were taken from 5 different road categories and tested in the lab to determine properties like density, thickness and resilient modulus. The KENLAYER program was then used to model pavement responses like stresses, strains and deformation under different load repetitions and dry densities. The results aim to study how plastic deformation is affected by load repetitions and dry density to better understand rutting performance of the granular materials.
Similar to Experimental Testing of an Off-road Tire in Soft Soil Paper81437 (20)
This document describes standards compiled by the International Society for Terrain-Vehicle Systems (ISTVS) Standardization Committee. The standards are grouped into sections including: A) a glossary of terrain-vehicle terms; B) descriptions of soil-test devices associated with soil-vehicle tests; and C) abbreviations and symbols. The standards are intended to provide consistent terminology for concepts related to off-road vehicle mobility. Comments from readers are solicited to improve and adopt the final standards.
The document summarizes standards being developed by the International Society for Terrain-Vehicle Systems (ISTVS) for terminology and test procedures related to off-road vehicle operations. It provides definitions for over 170 terms related to terrain characteristics, vehicle properties, and soil/snow testing devices. The goal is to standardize terminology to improve communication between researchers. Members are invited to provide feedback on the proposed definitions and procedures.
This document presents definitions for terms related to terrain and vehicle characteristics developed by the Standardization Committee of the International Society for Terrain-Vehicle Systems (ISTVS). The definitions are divided into categories including terrain geometry characteristics with 25 terms defined, and vehicle physical characteristics with 57 terms defined related to vehicles, tires, and tracks. The committee is developing standard terminology for use in the field of off-road vehicle operations to improve communication between investigators and welcomes feedback on the proposed terms and definitions.
Research presentation as a part of ISTVS Research Grants Program.
Virginia Tech: Mr. Rui He, Prof. Corina Sandu
University of Pretoria: Mr. Glenn Guthrie, Prof. Schalk Els
This document discusses recent accomplishments and future plans in planetary robotics. It summarizes the MER, MSL/Curiosity, and Chinese lunar missions. Current research focuses on improved autonomy through techniques like visual odometry, machine learning from terrain sensors, and differential wheel control. Upcoming missions include the Mars 2020 rover and ExoMars 2020 rover with flexible wheels. Challenges include ensuring mobility in unknown environments through testing and predictive modeling of wheel-soil interactions.
8th ISTVS Americas Conference
Presentation by Dr. Thomas D. Gillespie, Professor Emeritus, The University of Michigan; Director of Product Planning, Mechanical Simulation Corporation.
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U.S. Army Cold Regions Research and Engineering Laboratory, Ron Liston Seminar: The 5 February 2014 Ron Liston Seminar was presented by Tim Cary (CRREL/BSB) and Heidi Howard (CERL) as a follow-up to their co-chairmanship or the 7th Americas Conference of the ISTVS in November 2013, Tampa, Florida.
This document summarizes analog field testing opportunities for space exploration in Hawaii. It describes Hawaii as a terrestrial analog for Mars and the moon due to its diverse geology and terrain. It provides a timeline of previous analog tests conducted by NASA, the Canadian Space Agency, and the German Aerospace Center between 2008-2012. These tests involved rovers, drills, oxygen production systems and other technologies on two analog sites on Mauna Kea to simulate lunar and Martian missions. It outlines the assets that make Hawaii a premier location for continued analog field testing.
Ali Azimi(1,2), Daniel Holz(2), József Kövecses(1), Jorge Angeles(1), Marek Teichmann(2)
1 Department of Mechanical Engineering and Centre for Intelligent Machines, McGill University, Montreal, Canada
2 CM-Labs Simulations Inc., Montreal, Canada
This document summarizes the design of a flexible wheel for lunar rovers. Requirements included withstanding lunar environmental conditions while providing traction, control and comfort. A terramechanics approach was used to model wheel performance. A mass-spring-damper dynamic model was developed. Multiple concept designs were generated and converged. A prototype was built and tested, showing vertical stiffness higher than required, comparable damping to tires, and lateral stiffness needing improvement. Drawbar pull predictions matched experimental results, validating the model. Further optimization of geometric parameters will improve performance.
Carmine Senatore*, Paramsothy Jayakumar†, and Karl Iagnemma*
*Massachusetts Institute of Technology, Cambridge, MA, USA
†U.S. Army TARDEC Warren, MI, USA
William Smith(1), Daniel Melanz(2), Carmine Senatore(3), Karl Iagnemma(3), Huei Peng(1)
1 University of Michigan
2 University of Wisconsin
3 Massachusetts Institute of Technology
The document presents a method for 3D road profiling using stereography. Current techniques use static sensors or dynamic vehicle-mounted sensors combined with an IMU/INS system. The presented method uses stereography to capture overlapping 3D point grids at each sample, which are pieced together using feature tracking and registration techniques. This reduces the need for a high-accuracy, expensive IMU/INS system. The method is shown to provide reasonable accuracy for road profiling using inexpensive cameras.
Mohammad “Mehran” Motamedi, Chuang Su, Michael Craft, Saied Taheri and Corina Sandu, Center for Tire Research (CenTiRe) Mechanical Engineering Department Virginia Tech
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Welcome to ASP Cranes, your trusted partner for crane solutions in Raipur, Chhattisgarh! With years of experience and a commitment to excellence, we offer a comprehensive range of crane services tailored to meet your lifting and material handling needs.
At ASP Cranes, we understand the importance of reliable and efficient crane operations in various industries, from construction and manufacturing to logistics and infrastructure development. That's why we strive to deliver top-notch solutions that enhance productivity, safety, and cost-effectiveness for our clients.
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Experimental Testing of an Off-road Tire in Soft Soil Paper81437
1. 12/20/2013
Experimental Testing Of An
Off-road Tire In Soft Soil
Corina Sandu, Scott Naranjo,, Saied Taheri, Virginia
Tech
U.S. Army Quad Member: Dr. Paramsothy Jayakumar, TARDEC
Industry Quad Members: Dr. Brant Ross, MotionPort, Mr. Daniel
Christ, Michelin Americas Research Co
1
2. 12/20/2013
Tires on Soft Soil Study
Design of
experiment
Methodology
Tire
structure
Terramechanics
rig
Experiment
Modeling
Tire-soil
interaction
Simulations
Instrumentation
Results
2
2
3. 12/20/2013
Terramechanics Rig
Single wheel test rig for tire
performance on various terrain
• Wheel slip controlled via two
separate drive motors
• Measures forces and moments via
wheel hub Kistler P 650 sensor
• Various terrain possibilities
Fluid regulation via flow
• Can control response of
system with air pressure
• Response time within 2.8 ms
• PI controller in LaVIEW
provides controls
3
3
4. 12/20/2013
Toe and Camber Adjustment
Linkages of different lengths adjust camber and toe
• Camber -8 to +80 in steps of 20
• Toe -25 to +250 in steps of 50
Designed for accuracy and robustness
4
5. 12/20/2013
Additional Measurement Sensors
Fitted ultrasonic sensor to measure relative soil height
Steel Plate
Reference
az
45o
a
x
25o
WITS - eight equidistant sensors used to estimate proper speed
to maintain a slip ratio value and to estimate max sinkage
5
6. 12/20/2013
Methods of Soil Measurement
Cone Penetrometer Tests
6.5
kPa/mm
4.4
kPa/mm
Geotechnical lab tests by Schnabel Engineering
• California Bearing Ratio
• Standard Proctor Test
• Triaxial shear strength test
6
7. 12/20/2013
Silty Sand Preparation
• Versatile soil with a long range of low to high cohesiveness
• 5 stage soil preparation procedure per test run
• Insure soil consistency with Cone Penetrometer CP40 II
and taking samples for moisture content measurement
• Geotechnical lab data for soil
7
7
8. 12/20/2013
Determination of Max Sinkage
ST
hinitial
M1
M2
P
h
W
undisturbed
soil surface max sinkage
Rdeformed
Rut
(Δz)
Δz=(h+Rdeformed )-hinital
8
8
9. 12/20/2013
Design of Experiment
• Tire normal load and inflation pressure were chosen to
correlate with full-scale vehicle testing in South Africa
• Soil compaction resistance obtained through the repeatable
soil preparation procedure developed
• Test tire - LT235/85R-16 Michelin LTX A/T 2 E
Parameter
No. of
Levels
Range
L1
L2
0 – 5 – 10 – 15 –
20 – 40 – 60 - 75 (or 90)
No. Slip
Load
Inflation Soil
Press. Comp.
1
All
L1
L1
L1
2
All
L2
L1
L1
3
All
L1
L2
L1
20 PSI
(1.38 bar)
4
All
L1
L1
L2
5
All
L2
L1
L2
6.5 ± 0.9
9kPa/mm
6
All
L2
L2
L1
7
All
L2
L2
L2
Slip %
8
Normal
load
2
5000 N
6000 N
Inflation
Pressure
2
29 PSI
(2 bar)
Compaction
Resistance
2
4.4 ± 0.4
kPa/mm
9
14. 12/20/2013
Main Effects and Interaction on
Drawbar Pull
High Slip DP coefficient
Peak DP coefficient
•
•
Inflation pressure has main
effect on peak drawbar pull
coefficient
Interaction of soil compaction is
evident with normal load and
inflation pressure
14
15. 12/20/2013
Parameter Main Effects and
Interaction on Sinkage
Normal load has the
greatest effect on sinkage
Larger slope indicates a
greater degree of
interaction
15
16. 12/20/2013
Conclusions
Tire instrumented with wireless real-time deflection system
Normal load controller hardware installed, and required
software developed
Field scanners installed (used with other sensors for
sinkage measurements)
Various tests from design of experiment performed
Drawbar pull and sinkage data obtained for a large range of
slip ratio values
Interactions of various parameters on the drawbar pull and
sinkage were obtained
Data used to validate tire model developed at AVDL
concurrently with the experimental work
16
16