Optimal measurement for kinematic calibration of a six-DOF spatial robotic manipulator

2017 ◽  
Author(s):  
Ke Li ◽  
Yanbo Wang ◽  
Tao Deng ◽  
Songbo Deng ◽  
Jianming Li ◽  
...  
Keyword(s):  
Robotic Manipulator ◽  
Kinematic Calibration ◽  
Optimal Measurement ◽  
Six Dof

Optimal measurement configurations for kinematic calibration of six-DOF serial robot

2011 ◽  
Vol 18 (3) ◽  
pp. 618-626 ◽  
Author(s):  
Tian Li ◽  
Kui Sun ◽  
Zong-wu Xie ◽  
Hong Liu
Keyword(s):  
Kinematic Calibration ◽  
Optimal Measurement ◽  
Serial Robot ◽  
Six Dof

scholarly journals A Comparative Study of Control Methods for a Robotic Manipulator with Six DOF in Simulation

2017 ◽  
Vol 125 ◽  
pp. 04004
Author(s):  
Georgia P. Smyrnaiou ◽  
Michail Papoutsidakis ◽  
Dimitrios Tseles
Keyword(s):  
Comparative Study ◽  
Robotic Manipulator ◽  
Control Methods ◽  
Six Dof

scholarly journals Design and Analysis of six DOF Robotic Manipulator

2021 ◽  
Vol 1055 (1) ◽  
pp. 012005
Author(s):  
V G Pratheep ◽  
M Chinnathambi ◽  
E B Priyanka ◽  
P Ponmurugan ◽  
Pridhar Thiagarajan
Keyword(s):  
Robotic Manipulator ◽  
Six Dof

ROBOTIC MANIPULATOR REMANUFACTURED GIFTED VISION SYSTEM FOR WELDING APPLICATION

2017 ◽  
Author(s):  
Fagner Guilherme Ferreira Coelho ◽  
Alexandre Bracarense ◽  
Eduardo Lima II ◽  
Marcelo Henrique Souza Bomfim
Keyword(s):  
Vision System ◽  
Robotic Manipulator

Development of the mathematical model for assessing the optimal measurement step when surveying the depth of the underground pipeline from the ground

2020 ◽  
Vol 10 (4) ◽  
pp. 364-371
Author(s):  
Ruslan V. Aginey ◽  
◽  
Rustem R. Islamov ◽  
Alexey A. Firstov ◽  
Elmira A. Mamedova ◽  
...  
Keyword(s):  
Mathematical Models ◽  
Survey Data ◽  
Ground Surface ◽  
Maximum Error ◽  
Large Error ◽  
Bending Stress ◽  
Buried Pipeline ◽  
Optimal Measurement ◽  
Pipeline Section ◽  
Bending Stresses

Existing methods for estimating the bending stresses of buried pipeline section based on the survey data for the depth of the axis of the pipeline from the ground surface are characterized by a large error between the real values of the bending stress and the values of the bending stress obtained from the calculation results based on the survey data. The purpose of this study is to improve the methodology for calculating the bending stresses of buried pipeline section based on the results of determining the depth of the axis of the pipeline from the ground surface, taking into account the design features of the pipeline and the used search equipment. Mathematical models are proposed that allow for the set value of the maximum error in determining bending stresses for a particular pipeline to choose the optimal measurement step before the survey, which will allow to reduce the error. Explanations are given on the choice of the maximum step of the study based on the strength characteristics of the pipeline. A calculation is provided that confirms the adequacy of the developed mathematical models and the possibility of their application in practice.

Sign in / Sign up

Export Citation Format

Share Document