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深部软岩巷道变形特征及支护方式研究 被引量:1
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作者 梁德伟 《山西焦煤科技》 2012年第5期45-46,50,共3页
随着采深增加,深部软岩巷道支护困难已成为煤矿安全生产的重大隐患。分析了深部软岩巷道围岩在不同阶段的变形特征,并在此基础上对该类巷道的主要支护方式的效果及特点进行了研究,提出消除该类巷道围岩岩块非连续性变形破坏是保证支护... 随着采深增加,深部软岩巷道支护困难已成为煤矿安全生产的重大隐患。分析了深部软岩巷道围岩在不同阶段的变形特征,并在此基础上对该类巷道的主要支护方式的效果及特点进行了研究,提出消除该类巷道围岩岩块非连续性变形破坏是保证支护效果良好的关键所在。 展开更多
关键词 深部软岩巷道 阶段变形 非连续性变形
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Performance of DDA time integration 被引量:2
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作者 LIN ShaoZhong XIE ZhiQiang 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第9期1558-1566,共9页
Discontinuous deformation analysis(DDA) is a numerical method for analyzing the deformation of block system. It employs unified dynamic formulation for both static and dynamic analysis, in which the so-called kinetic ... Discontinuous deformation analysis(DDA) is a numerical method for analyzing the deformation of block system. It employs unified dynamic formulation for both static and dynamic analysis, in which the so-called kinetic damping is adopted for absorbing dynamic energy. The DDA dynamic equations are integrated directly by the constant acceleration algorithm of Newmark family integrators. In order to have an insight into the DDA time integration scheme, the performance of Newmark time integration scheme for dynamic equations with kinetic damping is systematically investigated, formulae of stability, bifurcation, spectral radius, critical kinetic damping and algorithmic damping are presented. Combining with numerical examples, recognition and suggestions of Newmark integration scheme application in the DDA static and dynamic analysis are proposed. 展开更多
关键词 DDA time integration scheme performance analysis critical kinetic damping
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Condensed form of complementarity formulation for discontinuous deformation analysis 被引量:2
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作者 LI XiaoKai ZHENG Hong 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第9期1509-1519,共11页
While the classical discontinuous deformation analysis(DDA) is applied to the analysis of a given block system, one must preset stiffness parameters for artificial springs to be fixed during the open-close iteration. ... While the classical discontinuous deformation analysis(DDA) is applied to the analysis of a given block system, one must preset stiffness parameters for artificial springs to be fixed during the open-close iteration. To a great degree, success or failure in applying DDA to a practical problem is dependent on the spring stiffness parameters, which is believed to be the biggest obstacle to more extensive applications of DDA. In order to evade the introduction of the artificial springs, this study reformulates DDA as a mixed linear complementarity problem(MLCP) in the primal form. Then, from the fact that the block displacement vector of each block can be expressed in terms of the contact forces acting on the block, the condensed form of MLCP is derived, which is more efficient than the primal form. Some typical examples including those designed by the DDA inventor are reanalyzed, proving that the procedure is feasible. 展开更多
关键词 discontinuous deformation analysis contact and impact complementarity theory non-smooth analysis open-close iteration
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