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国家自然科学基金资助采动损害与控制类项目分析
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作者 朱旺喜 《辽宁工程技术大学学报(自然科学版)》 CAS 北大核心 2003年第5期580-582,共3页
回顾了国家自然科学基金委员会工程与材料科学部工程科学一处近六年资助采动损害与控制项目的基本情况。基金资助采动损害与控制类项目的主要内容为岩石破坏基本性质研究、采动损害机理研究、采动损害非线性动态力学模型研究、采动损害... 回顾了国家自然科学基金委员会工程与材料科学部工程科学一处近六年资助采动损害与控制项目的基本情况。基金资助采动损害与控制类项目的主要内容为岩石破坏基本性质研究、采动损害机理研究、采动损害非线性动态力学模型研究、采动损害与控制预测预报研究、采动损害治理与控制基础研究。并介绍了此类项目的主要研究内容。 展开更多
关键词 国家自然科学基金 采动损害与控制类项目 损害机理 非线性动态力学模型 采矿业
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Multi-domain modeling and simulation of proportional solenoid valve 被引量:3
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作者 刘艳芳 戴振坤 +1 位作者 徐向阳 田亮 《Journal of Central South University》 SCIE EI CAS 2011年第5期1589-1594,共6页
A multi-domain nonlinear dynamic model of a proportional solenoid valve was presented.The electro-magnetic,mechanical and fluid subsystems of the valve were investigated,including their interactions.Governing equation... A multi-domain nonlinear dynamic model of a proportional solenoid valve was presented.The electro-magnetic,mechanical and fluid subsystems of the valve were investigated,including their interactions.Governing equations of the valve were derived in the form of nonlinear state equations.By comparing the simulated and measured data,the simulation model is validated with a deviation less than 15%,which can be used for the structural design and control algorithm optimization of proportional solenoid valves. 展开更多
关键词 fluid mechanics proportional solenoid valve dynamic characteristic multi-domain modeling SIMULATION
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Dynamic analysis and nonlinear identification of space deployable structure 被引量:1
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作者 郭宏伟 刘荣强 邓宗全 《Journal of Central South University》 SCIE EI CAS 2013年第5期1204-1213,共10页
The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum mod... The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum model, finite element model and simulation model, respectively. The mast frequencies and mode shapes were calculated by these models and compared with each other. The error between the equivalent continuum model and the finite element model is less than 5% when the mast length is longer. Dynamic responses of the mast with different lengths are tested, the mode frequencies and mode shapes are compared with finite element model. The mode shapes match well with each other, while the frequencies tested by experiments are lower than the results of the finite element model, which reflects the joints lower the mast stiffness. The nonlinear dynamic characteristics are presented in the dynamic responses of the mast under different excitation force levels. The joint nonlinearities in the deployable mast are identified as nonlinear hysteresis contributed by the coulomb friction which soften the mast stiffness and lower the mast frequencies. 展开更多
关键词 deployable structure finite element model equivalent continuum model NONLINEAR dynamic analysis
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