沖擊荷載下含銅礦巖能量耗散的數(shù)值模擬
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中圖分類號：0346.1 國標(biāo)學(xué)科代碼：13015 文獻(xiàn)標(biāo)志碼：A
Abstract：Tounderstand therelationship between fragmentationand energy dissipationincopper-bearing orerock subjected to impactloading，a split Hopkinson pressurebar （SHPB）testing apparatus was employed to studythe mechanical properties and energy transfer mechanisms ofcopper-bearing tuff under varying impact loads.Additionally，fractal theory was used to establish thecorrelation between disipatedenergyandrock fragmentation.Utilizing the finite discreteelementmethod （FDEM），numericalsimulationsofcrack propagation withintherock wereconducted.Theresultsindicatethatastheincident energy increases，the distribution pattemsof the transmissionenergy，disipatedenergyandreflectionenergyremain consistent，whicharecharacterizedbytransmissioneergy，disipatedenergyandreflectionenergydecreasedsuccesively. Furthermore，significant variations infragment size distributionarebserved withchanges indisipatedenergy.Specificall，as dissipated energy increases from 19.52 J to 105.72 J， the average fragment size decreases from to ，while the fractal dimension increasesby 2 6 . 4 3 % .Thissuggests that higher dissipated energy results inmore extensive macroscopic fragmentation，an increasein the numberoffragments，smaler particle sizes and enhanced uniformity.Asthe impactload intensifies，thetimetocrack initiationdecreases，andtheproportionoftensilecracksrelative tototalcracksincreass.The application of the FDEMoffers new insights into the fracture and failure characteristics of rocks.
Keywords：split Hopkinson pressre bar；copper-bearing rock；fragmentation； fractal dimension； energydisspation； finite discrete element method
銅作為生產(chǎn)生活中應(yīng)用最廣泛的金屬之一，在國民經(jīng)濟(jì)建設(shè)中發(fā)揮著重要作用[1]。（剩余20314字）