°</sup>C 可作為大理巖脆延轉(zhuǎn)化的閾值溫度;(4)依據(jù)能量演化過(guò)程特征,將耗散應(yīng)變能陡增點(diǎn)視為大理巖整體失穩(wěn)破壞前兆信息點(diǎn),根據(jù)應(yīng)力-彈性能耗比-應(yīng)變關(guān)系曲線界定彈性能耗比增長(zhǎng)速率首次出現(xiàn)的拐點(diǎn)作為大理巖的強(qiáng)度失效能量判據(jù)。-龍?jiān)雌诳W(wǎng)" />

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高溫大理巖的動(dòng)態(tài)能量耗散機(jī)理及破壞特征

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Study on dynamic energy dissipation mechanism and damage characteristics of high-temperature marble

Abstract:To investigate theefectofhightemperature ontheenergycharacteristicsofmarble,ANSYS/LS-DYNA was used tocaryout dynamiccompresionsimulation testsonmarble withsix temperature gradientsat five impact velocities toanalyze the mechanical propertiesof marbleunder high-temperature dynamic loading and the temperature efecton energyevolution, andto explore the energy criterion for strength failureof high-temperature marble from the perspective ofenergy dissipation. Theresults show thatthe Holmquist-Johnson-Cook (HJC)constitutivemodelcanreasonablyandefectively simulate the dynamic damage processof marbleunder diferent temperatures.With the increase in temperature,thedynamic peak strength anddynamicelasticmodulusof marbleexhibit aquadratic negativecorrelation with temperature,the dynamic peak strain exhibits a quadratic positivecorrelation with temperature,and the damage morphology is changed from X-type toconjugate shear damage.The increase in temperature reduces the energy storage capacity of the marble specimen to a certain extent, while heeffectofhigh temperature on theenergy dissipation capacityof marble is transformed fromafaciliting eect toan inhibiting effect with 600°C as the cut-off point. When the temperature reaches 600°C ,thepeak strength issignificantly reduced,the ductilityofthemarbleincreases,crushing damageispresented,andthedissipatedstrainenergyreachesthe maximum value. 600°C can be used as the threshold temperature for the britte-delayed transformation of the marble.Based on thecharacteristicsofteenergy evolution process,thepointofasteep increaseindisipated strainenergyisregarded asa precursor information point of the precursor of overall instability and damage of marble.The inflection point at which the growth rateof theelastic energyconsumptionratio first appears isdefinedaccording tothecurveof thestress-elastic energy consumption ratio-strain relationship as the energy criterion of the strength failure of marble.

Keywords:high temperature marble; SHPB; energy dissipation; failure criterion

在向多元化“新能源時(shí)代”轉(zhuǎn)型的大趨勢(shì)下,為實(shí)現(xiàn)綠色低碳可持續(xù)發(fā)展,涌現(xiàn)出大量高溫工程,如礦產(chǎn)資源開發(fā)[1]、地?zé)衢_發(fā)[2-3]、核廢料處置、高地溫隧道施工[4]等,促使高溫巖石力學(xué)和巖石損傷破壞等課題得到更多關(guān)注。(剩余17344字)

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