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高性能多轴集成型运动控制器
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《现代制造》 2004年第20期88-88,共1页
关键词 MP2300 集成型运动控制器 开放式网络模块 性能多轴集成型运动控制器
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立卧转换多轴联动高性能加工中心
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《现代制造》 2004年第25期112-112,共1页
关键词 UCP 1000 立卧转换多轴联动高性能加工中心 排屑装置 T型床身动柱式原理 设计
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混凝土多轴强度与变形特性的试验方法 被引量:1
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作者 王旭虹 汪基伟 《水利水电科技进展》 CSCD 2003年第5期16-17,57,共3页
综述研究混凝土多轴强度与变形特性试验设备的组成,对试验中试件居中、消减试件表面摩擦、应力与应变的量测以及拉力的施加等技术难点提出了相应的技术措施,并给出了混凝土多轴强度与变形特性试验的基本操作过程.
关键词 混凝土 多轴性能 试验方法 技术措施
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高强高性能混凝土多轴拉压力学性能 被引量:11
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作者 何振军 宋玉普 《工程力学》 EI CSCD 北大核心 2010年第10期190-195,共6页
利用大型静动真三轴试验机,进行了高强高性能混凝土在各种应力比下的多轴拉压试验,多轴拉压试件尺寸为100mm×100mm×100mm立方体。试件受压面的减摩垫层为三层塑料薄膜中间夹三层甘油;受拉面先用打摩机去掉表面层,然后用结构... 利用大型静动真三轴试验机,进行了高强高性能混凝土在各种应力比下的多轴拉压试验,多轴拉压试件尺寸为100mm×100mm×100mm立方体。试件受压面的减摩垫层为三层塑料薄膜中间夹三层甘油;受拉面先用打摩机去掉表面层,然后用结构胶与加载板粘结。阐述了试件破坏形态特点以及观察了裂缝发展方向,测得了多轴强度与应变,剖析了应力状态和应力比对高强高性能混凝土多轴拉压强度与变形的影响规律性。试验结果表明:多轴拉压强度与变形变化规律取决于应力状态和应力比。多轴拉压强度σ1f、σ3f在所有应力比下分别小于其单轴拉压强度ft、fc;主拉峰值应变ε1p在单轴拉时最小,主压峰值应变ε3p在单轴压时最大。建立了高强高性能混凝土在多轴拉压应力状态下的破坏准则公式。 展开更多
关键词 高强高性能混凝土 应力状态 应力比 多轴力学性能 破坏准则
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Optimization of Grease Properties to Prolong the Life of Lubricating Greases
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作者 Fumihiko Yokoyama 《Journal of Physical Science and Application》 2014年第4期236-247,共12页
Grease life refers to the time it takes for the grease to lose its ability to keep the lubrication due to grease degradation. As grease life is generally shorter than fatigue life of bearing, the service life of greas... Grease life refers to the time it takes for the grease to lose its ability to keep the lubrication due to grease degradation. As grease life is generally shorter than fatigue life of bearing, the service life of grease-lubricated rolling bearings is often dominated by grease life. When designing a bearing systemolecular weightith grease lubrication, it is necessary to define the operating conditions limits of the bearing, for which grease life becomes a determining factor. Prolongation of grease life becomes an especially important challenge when the bearing is to be operated trader high-speed, high-temperature, and other severe conditions. Selecting a number of commercially sold greases composed of varying base oils, the author evaluated their properties and analyzed how each property affected the grease life by performing a multiple regression analysis. The optimum grease composition to best exploit each property was also examined. The results revealed among others that one would need to first determine the base oil type and then maximize ultimate bleeding while minimizing the evaporation rate. 展开更多
关键词 GREASE grease life PROPERTY bearing.
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A plastic damage model for concrete structure cracks with two damage variables 被引量:6
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作者 ZHENG FuGang WU ZhongRu +2 位作者 GU ChongShi BAO TengFei HU Jiang 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第11期2971-2980,共10页
Based on the concepts of continuum damage theory,a new plastic damage model for concrete crack failure is developed through studying the basic damage mechanics.Two damage variables,tensile damage variable for tensile ... Based on the concepts of continuum damage theory,a new plastic damage model for concrete crack failure is developed through studying the basic damage mechanics.Two damage variables,tensile damage variable for tensile damage and shear damage variable for compressive damage,are adopted to represent the influence of microscopic damage on material macromechanics properties under tensile and compressive loadings.The yield criteria and flow rule determining the plasticity of concrete are established in the effective stress space,which is convenient to decouple the damage process from the plastic process and calibrate material parameters with experimental results.Meanwhile,the plastic part of the proposed model can be implemented by back-Euler implicit algorithm,and the damage part is explicit.Consequently,there exist robust algorithms for integrating the constitutive relations using finite element method.Comparison with several experimental results shows that the model is capable of simulating the nonlinear performance of concrete under multiaxial stress state and can be applied to practical concrete structures. 展开更多
关键词 CONCRETE cracks plastic damage constitutive relation damage variable
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Disintegration Process and Performance of a Coaxial Porous Injector 被引量:1
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作者 Keonwoong Lee Dohun Kim Jaye Koo 《Journal of Thermal Science》 SCIE EI CAS CSCD 2016年第5期394-401,共8页
In order to understand the breakup performance of coaxial porous injectors,the sprays of coaxial porous injectors with two different porous material cylinder lengths were compared with those of conventional shear coax... In order to understand the breakup performance of coaxial porous injectors,the sprays of coaxial porous injectors with two different porous material cylinder lengths were compared with those of conventional shear coaxial injectors.To allow comparison,the wall injection lengths were designed to be equivalent to the value of the recess depth.Cold flow sprays were visualized using back-lit photography methods and analyzed quantitatively with a laser diffraction apparatus,in order to study the effects of the momentum flux ratio and Weber number on the breakup for each type of injector.In case of the shear coaxial injector,the large liquid core was observed in low air mass flow rate condition.However,the destabilization of the liquid jet from the coaxial porous injector is almost complete within the inner region,near the injector face plate.Additionally,better breakup performance in low gas flow rate condition was obtained when the porous cylinder length decreased,while the shear coaxial injectors showed better breakup efficiency when the recess length increased.In conclusion,the different breakup process caused by the radial momentum in the inner region of the porous injector disintegrated the liquid core. 展开更多
关键词 Coaxial porous injector Sauter mean diameter Droplet size distribution
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Experimental study on mechanical behavior of high performance concrete under multi-axial compressive stress 被引量:3
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作者 ZHOU Jia Jia PAN Jin Long +1 位作者 LEUNG Christopher Kin Ying LI Zong Jin 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第12期2514-2522,共9页
Experimental investigation was conducted to characterize the responses of high performance concrete(HPC) subjected to multiaxial compressive stresses. The HPC specimens were prepared with three different mix proportio... Experimental investigation was conducted to characterize the responses of high performance concrete(HPC) subjected to multiaxial compressive stresses. The HPC specimens were prepared with three different mix proportions, which corresponds to three different uniaxial compressive strengths. The cubic specimens with size of 100 mm for each edge were tested with servo-hydraulic actuators at different stress ratios. The principal stresses and strains of the specimens were recorded, and the failure of the cubic specimens under various stress states was examined. The experimental results indicated that the stress states and stress ratios had significant influence on the strength and deformation of HPC under biaxial and triaxial compression, especially under triaxial compression. Failure criteria were proposed for the HPC specimens under biaxial and triaxial compressive loading. The test results provided a valuable reference for obtaining multi-axial constitutive law for HPC. 展开更多
关键词 high performance concrete (HPC) biaxial compressive stress triaxial compressive stress failure criterion stress-straincurve
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