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Hot Spot in Materials with Structural Defects under High Shear Loading Rates 被引量:1
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作者 S. G.Psakhie K.P.Zolnikov and D. Yu.Saraev (Institute of Strength Physics and Materials Science, Russian Academy of Sciences, Siberian Branch,Akademicheskii pr.2/1, 634021 Tomsk, Russia) 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1998年第1期72-74,共3页
The response of three-dimensional sample of Al, containing vacancy complex, under shear loading was simulated. The molecular dynamics method was used and interaction between atoms was described on the base of pseudopo... The response of three-dimensional sample of Al, containing vacancy complex, under shear loading was simulated. The molecular dynamics method was used and interaction between atoms was described on the base of pseudopotential theory Solitary waves were generated in the sample under mechanical loading. Their interaction with the vacancy complexes was shown to be able to initiate hot spot in that local region of the complexes. Some parameters of the hot spot as well as solitary waves were calculated. The initiation of the hot spot is accompanied with sufficient local structural relaxation. 展开更多
关键词 REV Hot Spot in Materials with Structural defects under High shear Loading Rates
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Analysis on mechanism and key factors of surrounding rock instability in deeply inclined roadway affected by argillation and water seepage 被引量:2
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作者 Ma Rui Li Guichen +3 位作者 Zhang Nong Liu Cong Wei Yinghao Zhang Ming 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第3期465-471,共7页
Based on the characteristics of surrounding rocks for deeply inclined roadway affected by argillation and water seepage, a structure model of layer crack plate was established to analyze the shear sliding instability ... Based on the characteristics of surrounding rocks for deeply inclined roadway affected by argillation and water seepage, a structure model of layer crack plate was established to analyze the shear sliding instability mechanism. Through solid mechanics analysis of anchored surrounding rock with defect from water seepage, combined with numerical analysis for instability mechanism under water seepage in deeply inclined roadway, key factors were proposed. Results show that with increasing height of layer crack plate, lateral buckling critical load value for high wall of the roadway decreases; there is a multistage distribution for tensile stress along the anchor bolt with defect under pulling state condition;groundwater seepage seriously affects the strength of surrounding rock of the roadway, to some extent the plastic zone of the high side rises up to 8 m. Finally some support strategies were proposed for the inclined roadway and successfully applied to Haoyuan coal mine in Tiela mining area,western China. 展开更多
关键词 Deeply inclined Argillation and water seepage shear sliding instability Anchoring defect
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