为解决直线舵机运动扰动引起的电动直线加载测试系统(electric linear loading test system,简称ELLTS)加载精度降低的问题(多余力问题),首先,在传统扰动前馈补偿策略分析的基础上,提出了一种改进扰动前馈补偿策略,该策略不需要舵机速...为解决直线舵机运动扰动引起的电动直线加载测试系统(electric linear loading test system,简称ELLTS)加载精度降低的问题(多余力问题),首先,在传统扰动前馈补偿策略分析的基础上,提出了一种改进扰动前馈补偿策略,该策略不需要舵机速度反馈信号,只采用位移指令信号与力反馈信号作为补偿信号,省去了速度传感器的安装环节,具有操作简单和适应能力强等优点;其次,采用SIMULINK软件对提出的补偿策略进行了多余力仿真,仿真结果验证了该策略的合理性与可行性;最后,进行了对比实验。实验结果显示,在动态加载频率范围内,该算法多余力抑制效果较好,且在典型的加载工况下,采用了改进扰动前馈补偿策略的ELLTS力输出精度进一步提高,满足“双十指标”。展开更多
To disclose the grain crushing effects on the weathered granular soil rheological behavior,a series of rheological tests (odometer compression and triaxial shearing) were carried out.At the same time,the sieving analy...To disclose the grain crushing effects on the weathered granular soil rheological behavior,a series of rheological tests (odometer compression and triaxial shearing) were carried out.At the same time,the sieving analysis tests of these specimens were also executed before and after tests,and the grain crushing degree,Br and n5,were collectively adopted to estimate the grain crushing.The grain crushing degree depends on the stress path,stress level,and load time,especially,the longer load time and more intensive gradient shearing path will increase the grain crushing quantity.The Hardin crushing degrees Br are 0.191,0.118 and 0.085 in the ordinary compression,rheological compression and triaxial rheological shearing,respectively;The grain crushing degrees n5 are 1.9,1.4 and 1.32,respectively.The strain softening phase indicates the grain crushing and diffusive collapse,and the strain hardening phase indicates the rearrangement of these crushed grains and formation of new bearing soil skeleton.The rheological deformation of granular soil can be attributed to the coarse grain crushing and the filling external porosity with crushed fragments.展开更多
文摘为解决直线舵机运动扰动引起的电动直线加载测试系统(electric linear loading test system,简称ELLTS)加载精度降低的问题(多余力问题),首先,在传统扰动前馈补偿策略分析的基础上,提出了一种改进扰动前馈补偿策略,该策略不需要舵机速度反馈信号,只采用位移指令信号与力反馈信号作为补偿信号,省去了速度传感器的安装环节,具有操作简单和适应能力强等优点;其次,采用SIMULINK软件对提出的补偿策略进行了多余力仿真,仿真结果验证了该策略的合理性与可行性;最后,进行了对比实验。实验结果显示,在动态加载频率范围内,该算法多余力抑制效果较好,且在典型的加载工况下,采用了改进扰动前馈补偿策略的ELLTS力输出精度进一步提高,满足“双十指标”。
基金Project(50908233) supported by the National Natural Science Foundation of ChinaProject(200413) supported by Communication Science and Technology Fund of Hunan Province,China
文摘To disclose the grain crushing effects on the weathered granular soil rheological behavior,a series of rheological tests (odometer compression and triaxial shearing) were carried out.At the same time,the sieving analysis tests of these specimens were also executed before and after tests,and the grain crushing degree,Br and n5,were collectively adopted to estimate the grain crushing.The grain crushing degree depends on the stress path,stress level,and load time,especially,the longer load time and more intensive gradient shearing path will increase the grain crushing quantity.The Hardin crushing degrees Br are 0.191,0.118 and 0.085 in the ordinary compression,rheological compression and triaxial rheological shearing,respectively;The grain crushing degrees n5 are 1.9,1.4 and 1.32,respectively.The strain softening phase indicates the grain crushing and diffusive collapse,and the strain hardening phase indicates the rearrangement of these crushed grains and formation of new bearing soil skeleton.The rheological deformation of granular soil can be attributed to the coarse grain crushing and the filling external porosity with crushed fragments.
