3 research outputs found

    MODERN MANNED, UNMANNED AND TELEOPERATED EXCAVATOR SYSTEM

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    This paper presents a re-evaluation on the modern development and practical use of manned, unmanned and teleoperated construction vehicles in universities around the world, which focuses on the use of robotized excavators. Unmanned operation is becoming synonymous in the extreme environment operation. The operation is also becoming important in order to increase working efficiency and situational awareness. The review includes the theoretical, experimental and practical applications of such technology in the present days, particularly for excavators. Various innovation and control methods have been studied over the years by various entities, which provide the significant contribution by the scientific community to the progressing world.

    ์ž๋™ํ™” ๊ตด์ฐฉ๊ธฐ๋ฅผ ์œ„ํ•œ ์ˆ™๋ จ์ž ๊ตด์ฐฉ๋ ฅ ํŒจํ„ด ๊ธฐ๋ฐ˜ ๊ตด์ฐฉ ์ž‘์—… ๊ถค์  ์ƒ์„ฑ

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    ํ•™์œ„๋…ผ๋ฌธ (์„์‚ฌ) -- ์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› : ๊ณต๊ณผ๋Œ€ํ•™ ๊ธฐ๊ณ„๊ณตํ•™๋ถ€, 2020. 8. ์ด๋™์ค€.In this thesis, we propose an excavation trajectory generation framework for autonomous excavators based on expert operator forcing pattern. The primary focus is to develop autonomous excavator system which is stable and guarantees a certain quantity of excavation in various surroundings. We nd the excavation trajectories based on the terrain features and the excavation forcing patterns from the excavation data of expert operators. The expert excavation trajectories are encoded with dynamic movement primitives (DMP) and learn through multilayer perceptron (MLP). The excavation trajectory is generated according to the terrain feature using the trained model. The excavator is modeled with 3-DoF rigid body system, and the excavation force on the bucket tip is estimated online by using the momentum-based disturbance observer(DOB). The estimated force is added to the DMP as a coupling term to modulate the excavation trajectory in real-time so that the estimated force can follow the expert excavation force pattern. Lastly, we verify the performance of the suggested framework through simulation and actual excavator test.๋ณธ ๋…ผ๋ฌธ์—์„œ๋Š” ์ž๋™ํ™” ๊ตด์ฐฉ๊ธฐ๋ฅผ ์œ„ํ•œ ์ˆ™๋ จ์ž ๊ตด์ฐฉ๋ ฅ ํŒจํ„ด ๊ธฐ๋ฐ˜ ๊ตด์ฐฉ ์ž‘์—… ๊ถค์  ๊ณ„ํš ํ”„๋ ˆ์ž„์›Œํฌ๋ฅผ ์ œ์‹œํ•œ๋‹ค. ๋ณธ ํ”„๋ ˆ์ž„์›Œํฌ๋Š” ์ž๋™ํ™” ๊ตด์ฐฉ๊ธฐ์˜ ๋‹ค์–‘ํ•œ ์ž‘์—… ํ™˜๊ฒฝ์—์„œ ์ˆ™๋ จ์ž์™€ ์œ ์‚ฌํ•˜๊ฒŒ ์•ˆ์ •๋œ ๊ตด์ฐฉ ์ž‘์—…์„ ์ˆ˜ํ–‰ํ•˜๋ฉฐ, ๊ตด์ฐฉ๋Ÿ‰์ด ๋ณด์žฅ๋˜๋Š” ์ž‘์—…์„ ํ•˜๋Š” ๊ฒƒ์ด ๋ชฉํ‘œ์ด๋‹ค. ์šฐ์„  ์ˆ™๋ จ๋œ ๊ตด์ฐฉ๊ธฐ ์ž‘์—…์ž๋“ค์˜ ๊ตด์ฐฉ ์ž‘์—… ๋ฐ์ดํ„ฐ๋กœ๋ถ€ํ„ฐ ์ง€ํ˜• ํŠน์ง•์— ๊ธฐ๋ฐ˜ํ•œ ์ž‘์—… ๊ถค์ ๊ณผ ๊ตด์ฐฉ๋ ฅ ํŒจํ„ด์„ ์ฐพ์•„๋‚ด์—ˆ๋‹ค. ์ˆ™๋ จ์ž์˜ ๊ตด์ฐฉ ๊ถค์ ์€ dynamic movement primitives(DMP)์œผ๋กœ encodingํ•˜์—ฌ neural network์˜ ํ•œ ๊ธฐ๋ฒ•์ธ multi-layer perceptron(MLP)์„ ํ†ตํ•ด ํ•™์Šตํ•˜๊ณ , ํ•™์Šต๋œ ๋ชจ๋ธ์„ ๊ธฐ๋ฐ˜์œผ๋กœ ์ง€ํ˜•์— ๋”ฐ๋ฅธ ๊ตด์ฐฉ ๊ถค์ ์„ ์ƒ์„ฑํ•˜์˜€๋‹ค. ๊ตด์ฐฉ๊ธฐ๋ฅผ ๋‹ค์ž์œ ๋„ ๊ฐ•์ฒด ์‹œ์Šคํ…œ์œผ๋กœ ๋ชจ๋ธ๋ง ํ•˜๊ณ , ์‹ค์‹œ๊ฐ„์œผ๋กœ ๋ฒ„์ผ“ ๋๋‹จ์— ๊ฑธ๋ฆฌ๋Š” ๊ตด์ฐฉ๋ ฅ์„ momentum-based disturbance observer๋ฅผ ์ด์šฉํ•˜์—ฌ ์ถ”์ •ํ•˜์˜€๋‹ค. ์ถ”์ •๋œ ๊ตด์ฐฉ๋ ฅ์€ ์‹ค์‹œ๊ฐ„์œผ๋กœ ๊ตด์ฐฉ ๊ถค์ ์„ ์žฌ์ƒ์„ฑ ํ•˜๊ธฐ์œ„ํ•ด DMP์— coupling term์œผ๋กœ ์ถ”๊ฐ€ํ•˜์˜€๊ณ , ์ด๋ฅผ ํ†ตํ•ด ์ถ”์ •๋˜๋Š” ๊ตด์ฐฉ๋ ฅ์ด ์ˆ™๋ จ์ž์˜ ๊ตด์ฐฉ ํŒจํ„ด์„ ๋”ฐ๋ผ๊ฐˆ ์ˆ˜ ์žˆ๋„๋ก ์ œ์–ดํ•˜์˜€๋‹ค. ๋งˆ์ง€๋ง‰์œผ๋กœ ์ œ์•ˆํ•œ ํ”„๋ ˆ์ž„์›Œํฌ์— ๋Œ€ํ•ด์„œ๋Š” ์‹œ๋ฎฌ๋ ˆ์ด์…˜ ์‹คํ—˜๊ณผ ์‹ค์ œ ๊ตด์ฐฉ๊ธฐ๋ฅผ ์ด์šฉํ•œ ์‹คํ—˜์„ ํ†ตํ•ด ์ •ํ•ฉ์„ฑ ๊ฒ€์ฆ์„ ์ง„ํ–‰ํ•˜์˜€๋‹ค.1 Introduction 1 1.1 Motivation and Objectives 1 1.2 Related Work 2 1.3 Contribution 4 2 Preliminary 6 2.1 System Description 6 2.2 Excavator Dynamic Modeling 7 2.3 Force Estimation via Momentum Based Disturbance Observer 9 2.4 Dynamic Movement Primitives 10 3 Excavation Trajectory Generation 13 3.1 Analysis of Expert's Excavation Trajectory 13 3.2 Generate Nominal Excavation Trajectory by Imitating Expert Operator 19 3.3 Modulate Excavation Trajectory by Force Pattern of Expert Operator 22 4 Experiments 26 4.1 Excavation Simulation 26 4.1.1 Excavation on Flat and Slope Terrain 26 4.1.2 Excavation using Trajectory Generated by Incorrect Terrain Recognition 31 4.1.3 Excavation with Obstacle in the Ground 33 4.2 Excavation Test Result using Excavator 35 5 Conclusion and Future Work 40 5.1 Conclusion 40 5.2 Future Work 41Maste
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