JinJie-fang, LiXi-bing, ChangJun-ran, TaoWei, QiuCan. Stress-straincurveandstresswavecharacteristicsofrocksubjectedtocyclicimpactloading[J]. Explosion And Shock Waves, 2013, 33(6): 613-619. doi: 10.11883/1001-1455(2013)06-0613-07
Citation:
|
JinJie-fang, LiXi-bing, ChangJun-ran, TaoWei, QiuCan. Stress-straincurveandstresswavecharacteristicsof
rocksubjectedtocyclicimpactloading[J]. Explosion And Shock Waves, 2013, 33(6): 613-619. doi: 10.11883/1001-1455(2013)06-0613-07
|
JinJie-fang, LiXi-bing, ChangJun-ran, TaoWei, QiuCan. Stress-straincurveandstresswavecharacteristicsofrocksubjectedtocyclicimpactloading[J]. Explosion And Shock Waves, 2013, 33(6): 613-619. doi: 10.11883/1001-1455(2013)06-0613-07
Citation:
|
JinJie-fang, LiXi-bing, ChangJun-ran, TaoWei, QiuCan. Stress-straincurveandstresswavecharacteristicsof
rocksubjectedtocyclicimpactloading[J]. Explosion And Shock Waves, 2013, 33(6): 613-619. doi: 10.11883/1001-1455(2013)06-0613-07
|
Stress-straincurveandstresswavecharacteristicsof
rocksubjectedtocyclicimpactloading
- 1.
SchoolofArchitecturalandSurveyingEngineering,JiangxiUniversityof
- 2.
ScienceandTechnology,Ganzhou341000,Jiangxi,China;
- 3.
SchoolofResourcesandSafetyEngineering,CentralSouthUniversity,
More Information
- Corresponding author:
JinJie-fang
- Publish Date:
2013-11-25
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Abstract
Aninnovativetestingtechniquecoupledbystaticanddynamicloadswasintroducedtoinvestigatethetypicaldynamicstress-
straincurveoftherockspecimenundercyclicimpactloadingsaswell
asthechangesofthereflectedandtransmittedwavespropagatinginit.Theresultsshowthatthesingletypicalstress-
straincurveoftherockspecimenundercyclicimpactscanbedividedintofivestages:
thecompactedstage,theelasticstage,theloadingstageoftheinternalcrackpropagation,thefirst
unloadingstageandthesecondunloadingstage.Withtheincreaseinthenumberofimpact,theamplitudeofthereflectedwaveincreasesandthecorrespondingpeakvalueappearslater;
theamplitude
ofthetransmittedwavedecreasesandthecorrespondingpeakvalueoccurincreasinglyearlier,respectively.
Itisdemonstratedthatthecyclicimpactsontherockspecimenareaccompaniedbythedamage
accumulationresultinginthereducingofitsabilitytoresisttheexternalimpactloads.
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References
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Proportional views
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