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非均匀动压冲击和停止后产生的瞬时重联过程 被引量:2
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作者 刘振兴 陈涛 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2000年第4期443-450,共8页
在非均匀动压冲击期间和冲击突然停止,可引起等离子体边界层的局部瞬时重联过程.本文用二维可压缩MHD数值模拟方法研究了这两个过程.结果表明:当大尺度的均匀横向流从一侧边冲击边界层时,磁力线不弯曲,也不发生磁场重联,只是... 在非均匀动压冲击期间和冲击突然停止,可引起等离子体边界层的局部瞬时重联过程.本文用二维可压缩MHD数值模拟方法研究了这两个过程.结果表明:当大尺度的均匀横向流从一侧边冲击边界层时,磁力线不弯曲,也不发生磁场重联,只是边界层被推着向下游运动;当局部的非均匀动压(特别是横向剪切流)冲击边界层时,被冲击的同向磁场区磁力线逐渐弯曲,在弯曲的反磁场区,出现磁岛,然后在电流片区发生磁场重联,且逐渐形成准稳态的“反K型”重联结构;当横向剪切流冲击停止后,边界层区变为非常不稳定的系统,产生多种流体涡旋和流型,并相应地产生多种类型的磁场重联结构,直到涡旋消失变为湍动状态时,磁场拓扑才逐渐恢复到未扰动状态。我们提出,外力作用的突然停止,可能是驱动重联的一种新机制,并对这种重联过程在磁层物理中可能的应用进行了讨论. 展开更多
关键词 等离子体边界层 动压冲击 瞬时磁场重联 磁层顶
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动压冲击特大变形巷道锚注技术研究 被引量:2
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作者 李文洲 《中国煤炭》 北大核心 2015年第5期46-48,62,共4页
常村煤矿S3-9工作面回风巷受回采动压影响,巷道发生特大变形,积水严重,巷道高度由3.2m收敛为1.2m。分析了该段泥岩顶板岩样成分,采用数值软件UDEC对S3-9工作面回采后巷道的变形、破坏机理、注浆参数及注浆效果等进行了分析,决定采用水... 常村煤矿S3-9工作面回风巷受回采动压影响,巷道发生特大变形,积水严重,巷道高度由3.2m收敛为1.2m。分析了该段泥岩顶板岩样成分,采用数值软件UDEC对S3-9工作面回采后巷道的变形、破坏机理、注浆参数及注浆效果等进行了分析,决定采用水泥化学浆和二次注浆锚索进行综合锚注加固,并在S3-9工作面回风巷进行了试验。实践结果表明顶底板最大移近量20mm,两帮最大移近量30mm,变形得到有效控制。 展开更多
关键词 动压冲击 围岩变形 围岩加固 锚注技术数值分析水泥化学浆 注浆锚索
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采场上位高强度岩梁动压控制设计 被引量:1
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作者 刘思利 吴士良 赵吉玉 《矿业安全与环保》 北大核心 2016年第4期45-48,共4页
为防止采场上位高强度岩梁来压时的动压冲击,以某矿3101工作面为研究对象,运用"传递岩梁"理论,利用实测矿压参数对基本顶"双岩梁"结构的下位岩梁进行"限定变形"的控制设计,以保证上位高强度岩梁来压前夕... 为防止采场上位高强度岩梁来压时的动压冲击,以某矿3101工作面为研究对象,运用"传递岩梁"理论,利用实测矿压参数对基本顶"双岩梁"结构的下位岩梁进行"限定变形"的控制设计,以保证上位高强度岩梁来压前夕使下位岩梁与之紧贴,减小动压冲击。研究结果表明:支架支护强度为0.279 5 MPa时,既能保证初次来压期间和周期来压期间采场不受基本顶上位高强度岩梁的动压冲击,又能满足支架活柱缩量不超限的要求。 展开更多
关键词 上位高强度岩梁 下位岩梁 动压冲击 限定变形 控制设计
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Effects of thermal treatment on physical and mechanical characteristics of coal rock 被引量:16
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作者 YIN Tu-bing WANG Pin +2 位作者 LI Xi-bing SHU Rong-hua YE Zhou-yuan 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第9期2336-2345,共10页
To study the physical and mechanical properties of coal rock after treatment at different temperatures under impact loading, dynamic compression experiments were conducted by using a split Hopkinson pressure bar(SHPB)... To study the physical and mechanical properties of coal rock after treatment at different temperatures under impact loading, dynamic compression experiments were conducted by using a split Hopkinson pressure bar(SHPB). The stress–strain curves of specimens under impact loading were obtained, and then four indexes affected by temperature were analyzed in the experiment: the longitudinal wave velocity, elastic modulus, peak stress and peak strain. Among these indexes, the elastic modulus was utilized to express the specimens' damage characteristics. The results show that the stress–strain curves under impact loading lack the stage of micro-fissure closure and the slope of the elastic deformation stage is higher than that under static loading. Due to the dynamic loading effect, the peak stress increases while peak strain decreases. The dynamic mechanical properties of coal rock show obvious temperature effects. The longitudinal wave velocity, elastic modulus and peak stress all decrease to different extents with increasing temperature, while the peak strain increases continuously. During the whole heating process, the thermal damage value continues to increase linearly, which indicates that the internal structure of coal rock is gradually damaged by high temperature. 展开更多
关键词 rock mechanical property split Hopkinson pressure bar (SHPB) high temperature coal rock dynamic mechanical property
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Theoretical and experimental study of a compact energy absorption structure
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作者 WANG Yan-jing SUN Cheng-ming +2 位作者 CHEN Fei-peng YAO Shu-jian SUN Hong-ji 《Journal of Central South University》 2025年第7期2766-2780,共15页
The advancement of rail transportation necessitates energy absorption structures that not only ensure safety but also optimize space utilization,a critical yet often overlooked aspect in existing designs.This study pr... The advancement of rail transportation necessitates energy absorption structures that not only ensure safety but also optimize space utilization,a critical yet often overlooked aspect in existing designs.This study presents a compact energy absorption structure(CE)that integrates the advantages of cutting rings and thin-walled tube modules,offering a solution with the high space utilization and the superior crashworthiness.Through theoretical modeling and experimental validation using a drop-weight test system,we analyzed the dynamic response and energy absorption characteristics of the CE.Comparative analysis with existing structures,namely the cutting shear rings(CSR)energy absorption structure and thin-walled tube structure(TW),revealed that the CE significantly improves specific energy absorption(SEA)by 102.76%and 61.54%,respectively,and optimizes crush force efficiency(CFE)by increasing 8.23%and 5.49%compared to CSR and TW.The innovative design of the CE,featuring deformation gradient and delay response strategies,showcases its potential for practical application in engineering,advancing the field of crashworthiness engineering. 展开更多
关键词 energy absorption structure drop-weight test impact dynamics specific energy absorption crush force efficiency
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