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吸能液压支架立柱防冲性能模拟及试验研究

Simulation and Experimental Study on the Impact Resistance Performance of Energy-Absorbing Hydraulic Bracing Columns

  • 摘要: 针对吸能防冲液压支架防冲性能问题,从冲击载荷作用下吸能液压立柱防冲性能角度开展研究,参照工程常用的吸能防冲立柱,采用有限元和光滑粒子流体动力学方法建立了普通液压支架立柱与吸能液压支架立柱流固耦合、流体大变形模型,实现了吸能防冲立柱在冲击载荷作用下的数值模拟。使用冲击试验台进行了吸能液压立柱冲击试验,得到了冲击荷载下立柱缸体的位移响应,并与数值模拟结果进行了对比。使用4.5、7、10.5 t的重锤经自由落体对两种液压立柱进行冲击加载,得到了两种立柱的动态响应。根据防冲支护设计六项原则探讨了吸能液压支架立柱的防冲性能。让位位移方面,吸能立柱的位移比普通立柱分别降低了16%、23%、30%;让位阻力方面,吸能立柱最大阻力比普通立柱降低了15%、21%、12%;让位速度方面,吸能装置最大让位速度可达18.5 m/s,可在13 m/s内完全压溃;让位刚度方面,吸能立柱在吸能装置变形前后表现为弹性刚度,压溃期间表现为塑性刚度;让位频率方面,吸能立柱让位防冲时的固有频率为0,规避了立柱与围岩发生共振而迅速破坏的风险;让位能量方面,吸能装置的吸能量可达272 kJ,吸能立柱整体吸能量比普通立柱提高了80%。从受冲响应的四个阶段总结了吸能液压支架立柱的让位吸能防冲过程,分析了立柱的抗冲能力,结果表明吸能液压支架立柱可承受的最大冲击能可达普通立柱的2.3倍,泄压阀允许开启时间延长为普通液压支架立柱的两倍。

     

    Abstract: Regarding the impact resistance performance of energy-absorbing hydraulic support, the impact loads simulation and experimental study were conducted from the perspective of the energy-absorbing hydraulic column performance. With reference to commonly used energy-absorbing column, the Finite Element (FE) and Smoothed Particle Hydrodynamics (SPH) method was employed to establish fluid-structure coupled, fluid large deformation model for the conventional hydraulic column and energy-absorbing column, enabling numerical simulations of the hydraulic column under impact loads. Impact tests were conducted on energy-absorbing hydraulic support column, to obtain displacement response of the cylinder, which were compared with numerical simulation results. Two types of hydraulic support columns were subjected to simulated impact loads using free-falling hammers of 4.5, 7, and 10.5 t, obtaining its dynamic response The impact resistance performance of energy-absorbing hydraulic support columns is discussed based on six principles of impact protection design. Compared to ordinary pillars, the displacement of the energy-absorbing columns under the impact decreased by 16%, 23%, and 30%, separately. The maximum yielding resistance of the energy-absorbing columns decreased by 15%, 21%, and 12%. The maximum yielding velocity of the energy-absorbing device may reach 18.5 m/s and can be completely crushed within 13 m/s. Regarding yielding stiffness, it was found that the energy-absorbing columns exhibited elastic stiffness before and after deforming, while they exhibited plastic stiffness during the crushing. The natural frequency of the energy-absorbing columns during yielding process was 0, avoiding the risk of resonance between the columns and surrounding rock leading to rapid destruction. The energy-absorption capacity of the energy-absorbing device could reach 272 kJ, and the overall energy-absorption capacity of the energy-absorbing columns was 80% higher than that of ordinary columns. The process of deformation and impact resistance of energy absorbing hydraulic support columns was summarized from the four stages of impact response, the impact resistance performance was analyzed. The results showed that the maximum impact energy that the energy-absorbing columns could withstand was 2.3 times that of ordinary ones, and the allowable opening time of the pressure relief valve can be extended to twice that of ordinary hydraulic columns.

     

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