高溫大理巖的動(dòng)態(tài)能量耗散機(jī)理及破壞特征
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)
- 深部巖體結(jié)構(gòu)面動(dòng)力特性與效應(yīng)專...
- ??骶幒喗?..
- 圍壓與爆破耦合作用下節(jié)理巖體裂...
- 深部巖體結(jié)構(gòu)面動(dòng)力特性與致災(zāi)效...
- 考慮裂隙粗糙度的巖體單軸壓縮動(dòng)...
- 考慮動(dòng)態(tài)拉壓比影響的巖石損傷本...
- 高溫大理巖的動(dòng)態(tài)能量耗散機(jī)理及...
- 循環(huán)沖擊作用下砂巖裂縫擴(kuò)展及滲...
- 動(dòng)態(tài)恒速剪切下砂巖粗糙結(jié)構(gòu)面的...
- 循環(huán)沖擊荷載作用下單節(jié)理巖體的...
- 反射爆炸應(yīng)力波作用下動(dòng)靜裂紋的...
- 不同傾角充填節(jié)理對(duì)巖石爆破塊度...
- 加載速率對(duì)ACC結(jié)構(gòu)抗剪性能的...
- 緩傾結(jié)構(gòu)面巖體在梯度應(yīng)力作用下...
- 慢速和快速滑移下斷層顆粒夾層的...