中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Plate impact experiments to investigate shock-induced inelasticity in Westerly granite

文献类型:期刊论文

作者Yuan FP(袁福平); Prakash V
刊名INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
出版日期2013-06-01
卷号60页码:277-287
通讯作者邮箱fpyuan@lnm.imech.ac.cn; vikas.prakash@case.edu
关键词Westerly granite Plate impact Shock response Spall strength Soft recovery experiments Micro-cracking Fragmentation
ISSN号1365-1609
产权排序[Yuan, Fuping; Prakash, Vikas] Case Western Reserve Univ, Dept Mech & Aerosp Engn, Case Sch Engn, Cleveland, OH 44106 USA; [Yuan, Fuping] Chinese Acad Sci, Inst Mech, State Key Lab Nonlinear Mech, Beijing 100190, Peoples R China
通讯作者Prakash, V (reprint author), Case Western Reserve Univ, Dept Mech & Aerosp Engn, Case Sch Engn, Cleveland, OH 44106 USA.
合作状况国际
中文摘要In the present study, plate-impact experiments are employed to better understand the stress threshold for inelasticity in Westerly granite. The experiments are designed to obtain the Hugoniot Elastic Limit (HEL) as well as spall strength following shock-induced compression in the Westerly granite samples. The HEL for Westerly granite is estimated to be in the range 3.2 to 3.5. GPa, while the spall strength is ~50. MPa for a pulse duration of 3. μs, and is nearly independent of the compression stress level in the stress range employed in the experiments (i.e. 0.7-5.0. GPa). In addition, soft-recovery plate-impact experiments are employed to better understand the threshold for initiation of micro-cracking in the granite samples. These recovery experiments are conducted at the same stress levels as the normal plate impact experiments (~0.7. GPa), and the duration of the tensile pulse is varied from 20 to 500. ns by varying the pre-set gap between the specimen and the momentum trap. The results indicate that the stress pulse duration threshold for initiation of spall is about 120. ns at an applied tensile stress level of ~0.7. GPa. In addition, tensile fracture in Westerly granite is observed to be time dependent with the spall strength dependent on the duration of the tensile pulse. For the soft recovery experiments that do not show a clear spall signal, the recovered granite specimens show relatively large micro-cracks (30-40. μm in width) near the plane where the unloading waves from the flyer and target free surfaces intersect. The spall plane reveals a relatively rough and a tortuous fracture surface. At higher magnifications, several cracks and pits/holes are detected on the spall plane. The fracture/damage mode is seen to be predominantly brittle, with damage initiating at the weak grain boundaries.
学科主题冲击动力学
分类号二类/Q2
收录类别SCI ; EI
资助信息National Science Foundation Earth Division [EAR: 0710975, EAR: 0810083]; National Science Foundation for the Major Research Instrumentation [NSF MRI CMMI 0079458, NSF MRI CMMI 0521364, FEI FE NanoSEM600]
原文出处http://dx.doi.org/10.1016/j.ijrmms.2012.12.024
语种英语
WOS记录号WOS:000317802000029
公开日期2013-05-31
源URL[http://dspace.imech.ac.cn/handle/311007/47260]  
专题力学研究所_非线性力学国家重点实验室
推荐引用方式
GB/T 7714
Yuan FP,Prakash V. Plate impact experiments to investigate shock-induced inelasticity in Westerly granite[J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,2013,60:277-287.
APA Yuan FP,&Prakash V.(2013).Plate impact experiments to investigate shock-induced inelasticity in Westerly granite.INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES,60,277-287.
MLA Yuan FP,et al."Plate impact experiments to investigate shock-induced inelasticity in Westerly granite".INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES 60(2013):277-287.

入库方式: OAI收割

来源:力学研究所

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