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Variable Stiffness Identification and Configuration Optimization of Industrial Robots for Machining Tasks 被引量:1
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作者 Jiachen Jiao Wei Tian +5 位作者 Lin Zhang Bo Li Junshan Hu Yufei Li Dawei Li Jianlong Zhang 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2022年第5期275-290,共16页
Industrial robots are increasingly being used in machining tasks because of their high flexibility and intelligence.However,the low structural stiffness of a robot significantly affects its positional accuracy and the... Industrial robots are increasingly being used in machining tasks because of their high flexibility and intelligence.However,the low structural stiffness of a robot significantly affects its positional accuracy and the machining quality of its operation equipment.Studying robot stiffness characteristics and optimization methods is an effective method of improving the stiffness performance of a robot.Accordingly,aiming at the poor accuracy of stiffness modeling caused by approximating the stiffness of each joint as a constant,a variable stiffness identification method is proposed based on space gridding.Subsequently,a task-oriented axial stiffness evaluation index is proposed to quantitatively assess the stiffness performance in the machining direction.In addition,by analyzing the redundant kinematic characteristics of the robot machining system,a configuration optimization method is further developed to maximize the index.For numerous points or trajectory-processing tasks,a configuration smoothing strategy is proposed to rapidly acquire optimized configurations.Finally,experiments on a KR500 robot were conducted to verify the feasibility and validity of the proposed stiffness identification and configuration optimization methods. 展开更多
关键词 Industrial robot Space gridding Variable stiffness identification Configuration optimization Smooth processing
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Stiffness identification of four-point-elastic-support rigid plate 被引量:2
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作者 彭利平 刘初升 +1 位作者 武继达 王帅 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期159-167,共9页
As the stiffness of the elastic support varies with the physical-chemical erosion and mechanical friction, model catastrophe of a single degree-of-freedom(DOF) isolation system may occur. A 3-DOF four-point-elastic-su... As the stiffness of the elastic support varies with the physical-chemical erosion and mechanical friction, model catastrophe of a single degree-of-freedom(DOF) isolation system may occur. A 3-DOF four-point-elastic-support rigid plate(FERP) structure is presented to describe the catastrophic isolation system. Based on the newly-established structure, theoretical derivation for stiffness matrix calculation by free response(SMCby FR) and the method of stiffness identification by stiffness matrix disassembly(SIby SMD)are proposed. By integrating the SMCby FR and the SIby SMD and defining the stiffness assurance criterion(SAC), the procedures for stiffness identification of a FERP structure(SIFERP) are summarized. Then, a numerical example is adopted for the SIFERP validation, in which the simulated tested free response data are generated by the numerical methods, and operation for filtering noise is conducted to imitate the practical application. Results in the numerical example demonstrate the feasibility and accuracy of the developed SIFERP for stiffness identification. 展开更多
关键词 stiffness identification four-point-elastic-support rigid plate free response stiffness matrix disassembly
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Stability of an explicit time-integration algorithm for hybrid tests, considering stiffness hardening behavior 被引量:3
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作者 Wang Tao Zhou Huimeng +1 位作者 Zhang Xipeng Ran Tianran 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2018年第3期595-606,共12页
An explicit unconditionally stable algorithm for hybrid tests,which is developed from the traditional HHT-α algorithm,is proposed.The unconditional stability is first proven by the spectral radius method for a linear... An explicit unconditionally stable algorithm for hybrid tests,which is developed from the traditional HHT-α algorithm,is proposed.The unconditional stability is first proven by the spectral radius method for a linear system.If the value of α is selected within [-0.5,0],then the algorithm is shown to be unconditionally stable.Next,the root locus method for a discrete dynamic system is applied to analyze the stability of a nonlinear system.The results show that the proposed method is conditionally stable for dynamic systems with stiffness hardening.To improve the stability of the proposed method,the structure stiffness is then identified and updated.Both numerical and pseudo-dynamic tests on a structure with the collision effect prove that the stiffness updating method can effectively improve stability. 展开更多
关键词 explicit integration algorithm unconditional stability HHT-α algorithm stiffness identification root locus method
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Spectral properties and identification of aerostatic bearings
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作者 Jan Kozánek Ladislav Pust 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2011年第1期63-67,共5页
Modified rotor kit Bently Nevada was used for dynamic characteristics measurements of new developed aerostatic bearings.Mathematical model of these bearings is considered as linear.Model was identified with the help o... Modified rotor kit Bently Nevada was used for dynamic characteristics measurements of new developed aerostatic bearings.Mathematical model of these bearings is considered as linear.Model was identified with the help of harmonic force excitation independently from the speed of journal rotation.The stiffness and damping matrices were identified for different air inlet pressures.The calculated spectral properties allow to determine the stability boundary for suitable variation of model parameters. 展开更多
关键词 Aerostatic bearing · identification · stiffness · Damping coefficients
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