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让压管材料特性参数敏感度正交试验研究 被引量:4
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作者 秦忠诚 付彪 +1 位作者 周杨 孙伟 《煤矿安全》 CAS 北大核心 2019年第4期50-53,共4页
针对让压管各材料特性参数对让压效果影响不明确现象,选取让压管壁厚、钢材牌号、中鼓直径、直管段总长度4个因素3个水平进行数值模拟试验,通过正交试验法来研究让压管材料特性参数对让压动载系数的敏感程度。试验结果表明:4个材料特性... 针对让压管各材料特性参数对让压效果影响不明确现象,选取让压管壁厚、钢材牌号、中鼓直径、直管段总长度4个因素3个水平进行数值模拟试验,通过正交试验法来研究让压管材料特性参数对让压动载系数的敏感程度。试验结果表明:4个材料特性参数敏感程度从大到小分别是:壁厚>中鼓直径>钢材牌号>直管段总长度;不同参数对让压动载系数表现出较大差异性,随着壁厚和中鼓直径增大,让压动载系数增大,让压效果减弱;钢材牌号与直管段总长度对让压动载系数的影响相反,随着参数增大,让压动载系数减小,让压效果增强。 展开更多
关键词 巷道支护 材料特性参数 ABAQUS数值模拟 系数
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综放煤柱工作面过空巷矿压规律实测分析与研究 被引量:4
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作者 赵慧波 《煤》 2017年第8期19-21,28,共4页
矿压观测是综采工作面回采期间的一项重要工作,根据现场矿压观测数据能够在一定程度上指导综采工作面的安全高效回采。文章以综放煤柱工作面过空巷矿压实测为问题导向,通过近一个月的现场矿压观测并对矿压观测数据进行分析与研究,得出... 矿压观测是综采工作面回采期间的一项重要工作,根据现场矿压观测数据能够在一定程度上指导综采工作面的安全高效回采。文章以综放煤柱工作面过空巷矿压实测为问题导向,通过近一个月的现场矿压观测并对矿压观测数据进行分析与研究,得出了综放煤柱工作面矿压显现规律及由此推测出综放煤柱工作面周期来压步距及来压期间支架动载系数。对今后综放煤柱工作面安全回采具有指导意义。 展开更多
关键词 综放煤柱工作面 观测 周期来步距 系数
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煤峪口矿81016综采工作面矿压显现规律研究 被引量:1
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作者 常建飞 《江西煤炭科技》 2020年第4期55-57,共3页
通过监测煤峪口矿81016综采工作面液压支架的工作阻力,对监测数据分析得出工作面的周期来压步距为12 m,工作面的支撑压力呈现中间大,两端小的特征,基本顶来压时的动载系数在1.15~1.40之间,平均值为1.25,工作面来压强度不大,伴有明显的... 通过监测煤峪口矿81016综采工作面液压支架的工作阻力,对监测数据分析得出工作面的周期来压步距为12 m,工作面的支撑压力呈现中间大,两端小的特征,基本顶来压时的动载系数在1.15~1.40之间,平均值为1.25,工作面来压强度不大,伴有明显的周期来压现象。 展开更多
关键词 综采工作面 观测 周期来步距 系数
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浮力驱动式水下航行器设计参数分析 被引量:1
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作者 邬明 张宇文 +1 位作者 张博 张纪华 《机械科学与技术》 CSCD 北大核心 2010年第12期1655-1657,共3页
对浮力驱动水下航行器几组主要设计参数航行速度与航行角、净浮力的关系,航行器速度和航行器体积及压载系数的关系进行了研究。结果表明:浮力驱动式水下航行器的航行角在35.26°时,航行器速度最快;航行器的速度与净浮力的平方根成正... 对浮力驱动水下航行器几组主要设计参数航行速度与航行角、净浮力的关系,航行器速度和航行器体积及压载系数的关系进行了研究。结果表明:浮力驱动式水下航行器的航行角在35.26°时,航行器速度最快;航行器的速度与净浮力的平方根成正比,净浮力越大速度越快;航行器的速度与压载系数的平方根成正比,压载系数越大速度越快,航行器速度与航行器的(VT)^(1/6)成正比。关键词:浮力驱动;水下航行器;净浮力;受力分析; 展开更多
关键词 浮力驱动 水下航行器 净浮力 受力分析 压载系数
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Coefficient of consolidation by end of arc method
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作者 Mohsen Abbaspout Reza Porhoseini +1 位作者 Kazem Barkhordari Ahmad Ghorbani 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期332-337,共6页
One of the most important issues in geotechnical engineering is excess pore pressure caused by clay soil loading and consolidation. Regarding uncertainties and complexities, this issue has long been the subject of att... One of the most important issues in geotechnical engineering is excess pore pressure caused by clay soil loading and consolidation. Regarding uncertainties and complexities, this issue has long been the subject of attention of many researchers. In this work, a one-dimensional consolidation apparatus was equipped in a way that pore water pressure and settlement could be continuously read and recorded during consolidation process under static loading. The end of primary consolidation was obtained using water pressure changes helping to present a new method for determining the end of primary consolidation and consolidation coefficient. This method was then compared with two classical theory methods of lg t and t. Using Terzaghi's theory, the way of pore pressure dissipation for lg t, t and the new method was found and compared with experimental results. It is concluded that the new method has better results. 展开更多
关键词 one-dimensional consolidation of soil excess pore pressure end primary consolidation consolidation coefficient static loading
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Research and Design on Remote Meter Reading System based on PLC Technology
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作者 Yijiang Zhang 《International English Education Research》 2014年第9期40-43,共4页
With the deepened transformation of China's power system, the stability and reliability of power utilization have been dramatically improved, but meter reading data acquisition does not keep pace with the times. With... With the deepened transformation of China's power system, the stability and reliability of power utilization have been dramatically improved, but meter reading data acquisition does not keep pace with the times. With the continuous maturity of low-voltage power line communication (PLC), this leads us to see hopes of using PLC technology to realize remote meter reading. In this paper, based on current PLC technology and combining domestic and foreign successful cases, a beneficial exploration and research is conducted from the composition and establishment of software and the design of software and protocol. 展开更多
关键词 Remote Meter Reading PLC Communication Protocol
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Pressure distributions on prism-shaped buildings in experimentally simulated downburst 被引量:4
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作者 LI HongHai OU JinPing 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第10期2070-2081,共12页
Wind loading is one of the most significant factors in civil engineering that influences the structural design considerably.In this paper,a group of manufacturing equipments for downburst simulation based on impinging... Wind loading is one of the most significant factors in civil engineering that influences the structural design considerably.In this paper,a group of manufacturing equipments for downburst simulation based on impinging jet model was developed for investigating the wind loads on structures:including the centrifugal air bellows to generate airflow,a movable platform to realize multiple locations of the building and a freely rotatable turntable to implement alterable building angles.Hundreds of transducers were used to measure the wind action on all surfaces of the building.The pressure coefficients calculated from the observed data were utilized to evaluate the downburst wind load.Pressure distributions on three prism-shaped building models with different placements and angles were investigated to obtain the maximum wind action and mean pressure coefficients.The results showed that the maximum pressure coefficient would reach 1.0 on the top surface if the downburst just broke out over the edifice.Considering that the building was in the developing field of the downburst,the top and the front surfaces would be under high wind pressure and only the back surface would endure wind suction.When the downdraft happens away from the prismatic building,all surfaces,except the front surface,would subject to suction with different degrees.It was also found that the pressure coefficient on the right surface would get its negative peak at first and then go straight up to 0.6 as the angle changed from 0°to 45°and the wind pressure on the front surface would decrease slightly through the whole process.The assertive results provide elemental data for structural wind-resistant design in civil engineering for the downburst-prone areas. 展开更多
关键词 wind loading DOWNBURST pressure coefficient building structure impinging jet model
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Boundary layer separation control on a highly-loaded,low-solidity compressor cascade 被引量:6
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作者 Zhou Yang,Liu Huo-xing,Zou Zheng-ping and Ye Jian National Key Lab.on Aero-Engines,Aero-Engines Simulation Research Center,Beijing Univ.of Aero.& Astro.,Beijing 100083 《Journal of Thermal Science》 SCIE EI CAS CSCD 2010年第2期97-104,共8页
Separated flow can be effectively controlled through the management of blade boundary layer development.Numerical simulations on a highly-loaded,low-solidity compressor cascade indicate that combined blowing and sucti... Separated flow can be effectively controlled through the management of blade boundary layer development.Numerical simulations on a highly-loaded,low-solidity compressor cascade indicate that combined blowing and suction flow control technique can significantly improve cascade performance,especially in increasing the cascade loading and static pressure ratio as well as decreasing the loss coefficient.Meanwhile,it is more effective to improve cascade performance by blowing near leading edge on suction surface than suction near trailing edge.Both the locations and flow rates of blowing and suction are major impact factors of this method to cascade performance.Comparing to the baseline,the static pressure ratio increases by 15% and loss coefficient decreases by 80%,with a blowing fraction of 1.7% and a suction fraction of 1.38% of the inlet mass flow. 展开更多
关键词 combined blowing and suction flow control compressor cascade boundary layer separated flow
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