Smoothest Rail Planning for Obstacle Avoidance in Structural Environment

碩士 === 國立臺灣大學 === 生物產業機電工程學研究所 === 89 === The study presented an approach to the smoothest path planning with obstacle avoidance in the structural environment. The information of the obstacles were supposed given and approximated by its circumscribed circle. When the guideline of measuring the smoot...

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Main Authors: Tsu-Yung Chin, 金祖永
Other Authors: J. J. Chou
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/68285757824994386740
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spelling ndltd-TW-089NTU004150212016-07-04T04:17:05Z http://ndltd.ncl.edu.tw/handle/68285757824994386740 Smoothest Rail Planning for Obstacle Avoidance in Structural Environment 結構化環境中平滑軌道之避障規劃 Tsu-Yung Chin 金祖永 碩士 國立臺灣大學 生物產業機電工程學研究所 89 The study presented an approach to the smoothest path planning with obstacle avoidance in the structural environment. The information of the obstacles were supposed given and approximated by its circumscribed circle. When the guideline of measuring the smoothness of the curve, , was served as the cost function in optimized rail design, the governing equation of the smoothest collision-avoidance rail could be derived by the calculus of variations, and the curve of which is identical with the deflection curve of the bar in the frictionless structural environment was also be verified . Though the matter of path planning could be transferred to which of finding the deflection curve of the flexible bar. According to Bernoulli-Euler theory, the equation of deflection curve of the bar deformed by the concentration force could be derived and expressed its analytic form by Elliptic integral. When the bar was at the equilibrium state, it should be collision-free, but might not contact all of the obstacles. Therefore the study proposed an algorithm for searching the set of obstacle-contacted in order to find the optimal collision-free path. J. J. Chou 周瑞仁 2001 學位論文 ; thesis 124 zh-TW
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description 碩士 === 國立臺灣大學 === 生物產業機電工程學研究所 === 89 === The study presented an approach to the smoothest path planning with obstacle avoidance in the structural environment. The information of the obstacles were supposed given and approximated by its circumscribed circle. When the guideline of measuring the smoothness of the curve, , was served as the cost function in optimized rail design, the governing equation of the smoothest collision-avoidance rail could be derived by the calculus of variations, and the curve of which is identical with the deflection curve of the bar in the frictionless structural environment was also be verified . Though the matter of path planning could be transferred to which of finding the deflection curve of the flexible bar. According to Bernoulli-Euler theory, the equation of deflection curve of the bar deformed by the concentration force could be derived and expressed its analytic form by Elliptic integral. When the bar was at the equilibrium state, it should be collision-free, but might not contact all of the obstacles. Therefore the study proposed an algorithm for searching the set of obstacle-contacted in order to find the optimal collision-free path.
author2 J. J. Chou
author_facet J. J. Chou
Tsu-Yung Chin
金祖永
author Tsu-Yung Chin
金祖永
spellingShingle Tsu-Yung Chin
金祖永
Smoothest Rail Planning for Obstacle Avoidance in Structural Environment
author_sort Tsu-Yung Chin
title Smoothest Rail Planning for Obstacle Avoidance in Structural Environment
title_short Smoothest Rail Planning for Obstacle Avoidance in Structural Environment
title_full Smoothest Rail Planning for Obstacle Avoidance in Structural Environment
title_fullStr Smoothest Rail Planning for Obstacle Avoidance in Structural Environment
title_full_unstemmed Smoothest Rail Planning for Obstacle Avoidance in Structural Environment
title_sort smoothest rail planning for obstacle avoidance in structural environment
publishDate 2001
url http://ndltd.ncl.edu.tw/handle/68285757824994386740
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