最新刊期

    47 2 2025

      ·Fatigue·Damage·Fracture·Failure Analysis·

    • YANG Jie, YUAN Hongwei, GUO Guoliang, CUI Wei, CHEN Haofeng
      Vol. 47, Issue 2, Pages: 1-9(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.001
      摘要:Considering cracks of various length and depth (various constraints) on the nuclear power main pipeline as the research object, through the mass acceleration application method, applying vertical load of 5 earthquake intensities and 3 real earthquakes to the nuclear power main pipeline under varying constraints respectively, and based on a method to determine the constraint related to fracture toughness of the actual structure, the calculation of constraint related fracture toughness was performed, the various constraint under various vertical earthquake loads related crack toughness was systematically studied.The results show that under the same constraint, the crack opening force curve shifts to the left with the increase of earthquake intensity, and the constraint related fracture toughness decreases gradually.With an increased crack length,the effect of earthquake intensity on constraint related fracture toughness becomes more obvious.With an increased crack depth, the effect of earthquake load on constraint related fracture toughness firstly becomes obvious, and then becomes insignificant.Under different constraints, the influence trend of the real earthquake load on constraint related fracture toughness is the same as that of the earthquake intensity, and has a certain relation with the magnitude and earthquake acceleration time history curve.  
      关键词:Constraint;Fracture toughness;Vertical earthquake load;Nuclear power main pipeline   
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    • JIANG Liangxing, NI Dacheng, YAO Chao, HUANG Qing, QING Xinhui
      Vol. 47, Issue 2, Pages: 10-18(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.002
      摘要:Accurately predicting the fatigue life of products plays an important role in the structural strength design and reliability design of key components of electric vehicles.Starting from the measured road load spectrum of the reinforced road, a method for data processing and analysis of measured load spectrum was proposed, based on the Miner criterion, the load data of the vehicle under no-load, half-load and full load were obtained, and the key data for vibration simulation analysis and indoor bench test were obtained through time-domain frequency domain processing and damage equivalent treatment.A parallel-shaft electric drive axle was designed and developed, the statics analysis and modal analysis were carried out for key components such as the bridge shell, and the results concluded that the bridge shell would not have torsion and bending caused by road surface excitation.Based on nCode DesignLife simulation analysis software, the fatigue life and damage value distribution of the bridge shell were obtained, and the accuracy of the simulation analysis was verified by the bridge shell durability test.Based on the measured road load spectrum of the reinforced road, a 15 000 km vehicle vibration test was carried out on the vehicle vibration test bench for the electric drive axle.The test shows that the overall life and reliability of the electric drive axle meet the design requirements, and the reliability of the analysis method is verified.  
      关键词:Commercial vehicle;Electric drive axle;Road load spectrum;Fatigue life;Fatigue analysis   
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    • CHEN Qi, LÜ Zhijun, CHU Ming, ZHANG Xiao, LI Hongliang
      Vol. 47, Issue 2, Pages: 19-27(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.003
      摘要:Accidental mechanical impacts such as forklifts may lead to serious degradation of the stability of industrial rack uprights.The finite element simulation model of the upright bending damage was established based on the physical test mechanism with five types of common upright in the industry as examples, and the analysis found that even a small impact deformation (1 mm) may lead to a decrease in the ultimate bearing capacity of the upright (maximum about 37%).Compared with other impacted positions, the bending damage at the prism made the upright stability decrease more significantly.Based on this, an intelligent prediction model of the bending damage state of the upright was established by physical simulation and convolutional neural network method.The results show that the residual load capacity values of the damaged upright obtained from the prediction model agree well with the finite element simulation data (the mean absolute percentage error is 5.99%) and can be used for rapid assessment of the bending damage performance of the rack upright.  
      关键词:Rack upright;Finite element;Bending damage;Convolutional neural network;Stability   
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    • STUDY ON THE CRACK EXPANSION LAW OF LAMINATED POROUS STRUCTURE

      XU Shuang, DENG Qingtian, LI Wangfei, LI Xinbo, SONG Xueli, WEN Jinpeng
      Vol. 47, Issue 2, Pages: 28-36(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.004
      摘要:Based on two basic configurations of hexagonal and inner concave shapes, by utilizing experimental test and finite element simulation method, the crack expansion law of laminated porous structures under three-point bending was studied, the influence of cellular element angle of laying direction on failure mode, load capacity, and deformation of the laminated porous structures was discussed. The results indicate that the crack expansion path in the bilayer model deviates towards the weaker layer with less crack expansion inhibition capability. The weaker side experiences greater deformation, leading to a deviation of the model towards the stronger side. Under certain angle combinations, the bilayer model shows significantly improved load-bearing capacity and toughness compared to the corresponding single-layer model.  
      关键词:Laminated porous structure;Three-point bending experiment;Crack expansion;Polylactic acid LA material   
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    • WANG Xuemin, LU Xuping, SHEN Lian, GU Yuanxing, WU Chen, GUO Jianying, XU Jingpei
      Vol. 47, Issue 2, Pages: 37-43(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.005
      摘要:In order to investigate the nature and causes of the cracked passage hole of the low-pressure turbine shaft of aero-engine during the high and low circumference compound fatigue test, the low-pressure turbine shaft crack location was examined in appearance, fracture analysis, surface inspection, metallographic organization, finite element analysis and crack expansion simulation.The results show that the low-pressure turbine shaft passage hole crack failure is a fatigue crack, which is caused by the incomplete removal of the remelting layer after the passage hole is cut by electrical discharge machining, resulting in the existence of part of the unremoved remelting layer and visible microcracks on the internal surface, and the fatigue crack sprouted and crack expansion occurred under the action of large high and low circumferential composite load, thus leading to the passage hole crack failure. The initial crack length is estimated to be between 0.2-0.3 mm by the crack expansion simulation analysis. In order to ensure the processing quality of the through oil hole, considering the poor processing accessibility of this location, it is suggested that special tooling can be designed and the machining technology can be used for processing, on the basis of ensuring the processing, fundamental eliminate the influence of the remelting layer.  
      关键词:Low pressure turbine shaft;Failure analysis;Remelting layer;Fatigue fracture;Finite element analysis;Crack expansion simulation;Aero-engine   
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    • ZHANG Zhuanli, SUN Xingyue, CHEN Xu
      Vol. 47, Issue 2, Pages: 44-52(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.006
      摘要:The research on multiaxial fatigue life prediction of materials is one of the critical elements in ensuring the structural integrity of components. In recent years, machine learning, especially neural networks, has been widely applied in fatigue life prediction. However, the scarcity of fatigue data has limited the further application of neural networks in fatigue prediction. To address this issue, physics-informed neural networks that consider prior physical knowledge of fatigue have gradually gained attention. Firstly, provided an overview of the classification of machine learning algorithms and the application of neural-network models in multiaxial fatigue life prediction. Then, it focused on a deep exploration of the research on material fatigue life prediction based on physics-informed neural networks. Finally, the development of physics-informed neural networks was introduced from three aspects: physics-informed input features, the construction of physics-informed loss functions, and physics-informed network frameworks. Relevant studies show that physics-informed neural networks can exhibit better physical consistency and prediction performance in the process of multiaxial fatigue life prediction of materials.  
      关键词:Physics-informed neural network;Multiaxial fatigue;Life prediction;Machine learning   
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    • ZHAO Pengbo, CHEN Yong, YOU Hui, ZHOU Xingyun, LI Guangxin, WU Yimin, LIU Xianghuan
      Vol. 47, Issue 2, Pages: 53-60(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.007
      摘要:In order to study the influence of residual stress and hardness on bending fatigue performance of gear, the 20MnCrS5 steel gear with carburizing heat treatment was taken as the research object, and composite small diameter shot peening strengthening treatment was carried out to realize the gear with different hardness and residual stress states of the same material.Based on the maximum principal strain criterion, incorporating separate factors for residual stress influence and residual stress-hardness coupling influence were introduced respectively to establish the fatigue life prediction model.Through shot-peened gear bending fatigue tests, optimal values for both the residual stress influence coefficient and correction coefficient were determined.The two models’ accuracy for life prediction was contrasted, and the accuracy of these models was further verified through unshot peened gear bending fatigue test.The results show that considering only residual stress influence yielded an optimal value of 0.09 for the residual stress influence coefficient, the model achieving high life predictive accuracy.Whereas considering the effects of residual stresses and hardness, it requires a correction coefficient with an optimal value of 0.04, the model achieve even higher predictive accuracy.  
      关键词:20MnCrS5 carburized gear;Bending fatigue;Composite small diameter shot peening;Life forecast;Maximum principal strain criterion   
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    • XIONG Guanglin, LI Yao, DENG Yue, HUANG Dong, WU Hang, ZHU Caichao
      Vol. 47, Issue 2, Pages: 61-67(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.008
      摘要:For the contact fatigue failure problem of vehicles’ hypoid gears under complex conditions, the rain-flow counting method and Goodman’s average stress equation were used to establish a contact statics model.The load-time history of the contact gear surface was extracted. And the load spectrum of hypoid gears was produced.The research focused on predicting the high-cycling fatigue life of hypoid gears based on the load spectrum.The study also utilized the finite element method to simulate gear teeth’s meshing or contact behaviour under loading conditions. Moreover, the influence mechanism of fatigue damage criterion on the gear fatigue life prediction was revealed.The proposed method is highly significant in assessing and predicting the high-cycling fatigue life of vehicles’ hypoid gears.  
      关键词:Hypoid gear;Contact fatigue;Load spectrum;Fatigue life   
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      ·Optimization·Reliability·

    • LIU Yuzhuo, CAO Lixiong, WU Jianguo, LI Haibo
      Vol. 47, Issue 2, Pages: 68-74(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.009
      摘要:Reinforced shell structure is widely used in aerospace load-bearing structures because its high specific stiffness and specific strength.By considering the uncertainty and risk factors in the structural parameters, the reliability-based design optimization (RBDO) can avoid the overly conservative design of the structure and ensure its reliability and safety.An efficient RBDO method based on adaptive surrogate model was proposed to solve the problem of lightweight design of reinforced shell structure under buckling reliability constraints.The adaptive addition of sample points was implemented through the expected feasibility function criterion, and the discrete variables was continued by constructing piecewise functions.This increases optimization efficiency while ensuring the reliability of design results.Finally, the effectiveness of the proposed method is verified by comparing the RBDO results with the deterministic optimization results.  
      关键词:Reinforced shell structure;Reliability­based design optimization;Adaptive surrogate model;Expected feasibility function criterion   
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    • HUANG Zhiqiang, FU Mingwei, XI Yuxi, LI Gang, WANG Ruohao, PU Wei
      Vol. 47, Issue 2, Pages: 75-84(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.010
      摘要:During the operation of the BV500 type controlled seismic source vibrator in Sichuan and Chongqing areas, due to the improper plate design, the vibration energy down-transfer rate is low and the excitation signal distortion is serious.Therefore, the continuum topology optimization method was introduced, and a variable density method of the solid isotropic material with penalization (SIMP) model was used to optimize the design of BV500 controlled seismic source vibrator plate from two aspects — reducing mass and increasing stiffness, and an “octagonal I-steel-20a” plate was innovatively developed.After optimization, the mass of the plate was reduced by 45.29%, and the stiffness of the plate was increased by 79.92%, the vibration performance of the plate before and after optimization is studied.The simulation results show that compared with the original aluminum alloy plate, the energy down-transfer rate of the “octagonal I-steel-20a” plate increases by 15.11%,the displacement amplitude of the ground surface contact center point increases by 43.74%, and the amplitude of the interaction force increases by 40.56%.The field experiment shows that when the “octagonal I-beam-20a” plate is excited, the effective value of the average vibration velocity of the near-field signal of the detector is increased by 22.23%, and the effective value of the average vibration velocity of the far-field signal of the detector is increased by 39%, the law is consistent with the numerical simulation conclusion of controlled seismic source road excitation.The excitation performance of the “octagonal I-beam-20a” plate is better than that of the original aluminum alloy integral plate, which effectively improves the road excitation effect of BV500 type controlled seismic source in Sichuan and Chongqing areas.  
      关键词:Controlled seismic source;Vibrator plate;Excitation performance;Topology optimization;Vibration test   
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    • YE Ling, JIANG Hongkang, ZOU Yuqing, CHEN Huapeng, WANG Licheng
      Vol. 47, Issue 2, Pages: 85-93(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.011
      摘要:The traditional Markov chain Monte Carlo(MCMC) simulation method is inefficient and difficult to converge in high dimensional problems and complicated posterior probability density.In order to overcome these shortcomings, a Bayesian finite element model updating algorithm based on Markov chain population competition was proposed. First, the differential evolution algorithm was introduced in the traditional method of Metropolis-Hastings (MH) random walk algorithm.Based on the interaction of different information carried by Markov chains in the population,optimization suggestions were obtained to approach the objective function quickly. It solves the defect of sampling retention in the updating process of high-dimensional parameter model. Then, the competition algorithm was introduced, which has constant competitive incentives and a built-in mechanism for losers to learn from winners. Higher precision was obtained by using fewer Markov chains, which improves the efficiency and precision of model updating. Finally, a numerical example of finite element model updating of a truss structure was used to verify the proposed algorithm.Compared with the results of standard MH algorithm, the proposed algorithm can quickly update the high-dimensional parameter model with high accuracy and good robustness to random noise. It provides a stable and effective method for finite element model updating of large-scale structure considering uncertainty.  
      关键词:Model updating;Bayesian estimation;Markov chain Monte Carlo;Population competition   
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    • LIU Wei, ZHU Xiang, GAO Ting, FANG Weidong, LI Hao, CHEN Xuehui, HAO Shuai
      Vol. 47, Issue 2, Pages: 94-102(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.012
      摘要:To address the issue of gearboxes’ vibration and noise, multi-objective topology optimization was adopted to optimize the box structure.First, a combination weighting method known as game theory comprehensive analytic hierarchy process and grey correlation was proposed to allocate optimal weight values to sub-objectives. At the same time,the iterative curves of the optimization results of the three weighting methods were compared to verify the advantages of the combination weighting method.Then, the compromise programming method was used to normalize the sub objectives to obtain the comprehensive objective function.Finally, based on the topology optimization results, stress displacement nephogram,and modal shapes, the box structure was improved.Compared with the original box,the improved box reduces the mass by 11.2%, the maximum stress of the box decreases by 39.6%, the displacement decreases by 5.1%, the node displacement amplitude response decreases by 82.8%, and the all first four-order frequencies increase.The proposed weight allocation method improves the disadvantages of low reliability of sub objective weight value allocation and ignoring subjective judgment, realizes the lightweight of the box. After the improvement of the box structure, the static and dynamic performances are significantly improved.  
      关键词:Multi-objective topology optimization;Gearbox;Compromise programming method;Combination weighting method   
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    • MAO Yongwen, LI Yong
      Vol. 47, Issue 2, Pages: 103-110(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.013
      摘要:Aiming at the issues of under-maintenance or over-maintenance in preventive maintenance of DSA200 type pantograph, a method was proposed to optimize inspection and maintenance parameters by using pantograph failure data.Firstly, the failure datas of the pantograph components were analyzed by using graph parameter method, which failure time distribution models were fitted.The failure datas were preliminarily determined to obey the exponential distribution,and the Bartlett value method was further used to verify the validity of the failure data obey exponential distribution.Secondly, based on the structure and working characteristics of pantographs, a reliability block diagram model with pantograph components in series was constructed.According to the characteristics of constant failure rate of pantograph components, the failure rate of pantographs was obtained.Thirdly, the minimum cost model of preventive maintenance and replacement of pantographs was established, and the optimal preventive maintenance interval and the optimal number of spare parts were obtained.Finally, the structure importance, probability importance and critical importance of pantograph components were analyzed by using fault tree analysis method, and the failure probability of pantograph and the key components in inspection and maintenance were obtained.The optimized pantograph inspection and maintenance parameters can provide scientific reference for maintenance personnel to improve their maintenance level and reduce maintenance costs.  
      关键词:DSA200 type pantograph;Exponential distribution;Maintenance interval;Number of spare parts;Fault tree analysis method   
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      ·Design·Calculation·

    • FAN Shijie, MIAO Weipao, LI Chun, WANG Haisheng, ZHU Haibo, YUE Minnan
      Vol. 47, Issue 2, Pages: 111-119(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.014
      摘要:Carbon fiber is increasingly used to replace conventional glass fiber in layup designs of large wind turbine blades to improve their structural strength, but the high cost of carbon fibers makes it difficult to cover the entire area of the blade.Therefore,the research of the influence of mixing ratio and relative position of carbon fibers and glass fibers on the structural performance of the blade can help to obtain higher performance and lower cost wind turbine blades.The proportion of carbon fibers and glass fibers in the corresponding position of the main beam of the blade and the relative position of layup were adjusted by Ansys software.And the structural statics, modal and buckling analyses were conducted by using a combination of computational fluid dynamic method and finite element method.The results show that the performance of the blade main beam using carbon fibers and glass fibers mixed layer can be similar to that of carbon fiber blades.When the carbon fibers near the tip of the blade can improve the blade first-order modal and buckling factors. When it is close to the root of the blade has less impact on the blade maximum stress and strain.Under the premise of ensuring the blade stability and anti-resonance performance, when the carbon fibers and glass fibers layup ratio is 3∶1 and the carbon fibers are close to the root of the blade,the overall performance of the blade is better.  
      关键词:Wind turbine blade;Carbon fiber;Glass fiber;Main beam;Finite element method   
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    • RESEARCH ON STRUCTURAL DESIGN OF 5 MW VERTICAL AXIS WIND TURBINE

      ZHU Haibo, MIAO Weipao, LI Chun, WANG Haisheng, YUE Minnan
      Vol. 47, Issue 2, Pages: 120-129(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.015
      摘要:Vertical axis wind turbines have gradually become a research hotspot due to their ease of scalability, but the research involving structural aspects is relatively limited.Therefore, a blade and strut composite layup design solution was proposed to meet the structural performance requirements.The computational fluid dynamics method was used to obtain the aerodynamic loads under extreme environments and loaded them onto the wind turbine surface.The finite element method was used to perform the statics and modal analysis.The results show that the proposed wind turbine blade, strut, and tower have sufficient safety under extreme loads.The maximum displacement is located at the top of the blade trailing edge, the maximum stress is located at the connection between the tower and the strut,and the maximum strain is located at the blade web in contact with the strut; the vertical axis wind turbine wind wheel still has strong torsional load characteristics under the windward condition; the wind turbine operating frequency is less than the wind turbine first-order natural frequency, and its relative difference exceeds 10%.The wind turbine will not resonate under rated conditions.  
      关键词:Vertical axis wind turbine;Blade;Composite;Structure design;Finite element analysis   
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    • HE Wanqing, WANG Yuhang, LUO Weihong, WANG Zhiyong
      Vol. 47, Issue 2, Pages: 130-137(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.016
      摘要:Octet-truss lattice structure is one of the preferred materials in engineering field with light, high strength and high toughness properties.Three-point bending experiments were carried out on Ti6Al4V Octet-truss lattice structure with shallow pre-crack, and the fracture process was observed by digital image correlation (DIC) technique.To further study the fracture toughness of Octet-truss lattice structure, the fracture behavior of the structure under three-point bending load was analyzed by finite element method.The mechanical response of the truss member for the structure was characterized by the isotropic elastoplastic mechanical model.The validity of the finite element model was verified by experiments.Based on the elastic-plastic fracture behavior of the structure, the J-integral method was used to calculate the fracture toughness of the Octet-truss lattice structures.The results show that the fracture toughness of the Octet-truss lattice structure increases linearly with the relative density and the square root of the truss length.For the truss member at the crack tip, truss in different planes have different stress states and deformation modes with the same cross-sectional size.According to the failure mode of the structure, the stress state of truss from different planes is balanced by optimizing the proportion of the cross-section size, which can optimize toughness of the lattice structure with same relative density.  
      关键词:Octet-truss lattice structure;Digital image correlation;J-integral;Numerical simulation;Structural toughening design   
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    • HU Jianwei, QI Can, ZHU Liping, WU Zhifeng, HUANG Bin, CHEN Xuelong
      Vol. 47, Issue 2, Pages: 138-146(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.017
      摘要:Considering the uncertainty associated with structural boundary conditions, a method for modifying the boundary constraint static model of beam structures was proposed based on the homotopy stochastic finite element method. The overall modification of both the beam body elements and boundary elements was achieved using uncertain static measurement data. By employing the static condensation method, computational degrees of freedom were ensured to match measured degrees of freedom. Regularization methods were applied to mitigate ill-conditioned solutions in modification equations for stochastic models. The probabilistic residual minimization method enables optimal selection of homotopy coefficients, ensured accurate identification of boundary constraints and precise overall modification. Finally, simulations on variable-section concrete beams and static loading tests on aluminum alloy beams were conducted to verify the effectiveness of this approach.  
      关键词:Homotopy stochastic finite element;Boundary constraint;Model modification;Static measurement error;Static condensation   
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    • Research on joint motion control for multi-degree-of-freedom manipulator

      LI Meiqiang, MA Qinglu, YAN Hao, YU Tengwei
      Vol. 47, Issue 2, Pages: 147-158(2025) DOI: 10.16579/j.issn.1001.9669.2025.02.018
      摘要:The structure of the manipulator has the characteristics of high nonlinearity and strong coupling, and high-precision motion control is a hot topic of concern for scholars.The AR4 manipulator was used as the research object to systematically analyze the forward and inverse kinematics that greatly impact the control of the manipulator, determining the manipulator’s corresponding structural parameters.And the D-H method was used to solve the numerical calculation model of the manipulator forward and inverse kinematics.The cubic spline interpolation algorithm was used to optimize the manipulator's jitter phenomenon in the joint space.In Cartesian space planning, the linear interpolation method was used to reduce the end effector’s motion distance.The specific planning points were obtained by Matlab simulation,meeting the design requirements.Finally, the SolidWorks was used to establish a three-dimensional model of the manipulator and generate an unified robot description formatc (URDF)model.The actual trajectory of the manipulator in joint and Cartesian space was planned according to MoveIt, and through RViz, the movement process was displayed.The results show that after adding the cubic spline interpolation algorithm, the joint motors of the manipulator can maintain stable operation, and the joint trajectory curvature is respectively reduced by 15.4%, 35.6%, 21.3%, 26.8%, 18.98% and 45.7%, which effectively solves the jitter vibration problem during joint movement and achieves smooth motion of the manipulator.  
      关键词:Six-degree-of-freedom manipulator;Forward and inverse kinematics;Cubic spline interpolation;Motion control   
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