中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
The analysis of dynamical response of transversely isotropic material under blasting load

文献类型:会议论文

作者Wu, Yue-Xiu; Liu, Quan-Sheng
出版日期2008
会议日期SEP 16-19, 2007
会议地点Daejeon, SOUTH KOREA
关键词transversely isotropic material angle of isotropic section peak velocity peak acceleration constitutive equations
期号9-11
DOI10.1142/S0217979208046906
页码1443-1448
英文摘要To understand the dynamic response of transversely isotropic material under explosion load, the analysis is done with the help of ABAQUS software and the constitutive equations of transversely isotropic material with different angle of isotropic section. The result is given: when the angle of isotropic section is settled, the velocity and acceleration of measure points decrease with the increasing distance from the explosion borehole. The velocity and acceleration in the loading direction are larger than those in the normal direction of the loading direction and their attenuation are much faster. When the angle of isotropic section is variable, the evolution curves of peak velocity and peak acceleration in the loading direction with the increasing angles are notching parabolic curves. They get their minimum values when the angle is equal to 45 degree. But the evolution curves of peak velocity and peak acceleration in the normal direction of the loading direction with the increasing angles are overhead parabolic curves. They get their maximum values when the angle is equal to 45 degree.
会议录INTERNATIONAL JOURNAL OF MODERN PHYSICS B
会议录出版者WORLD SCIENTIFIC PUBL CO PTE LTD
会议录出版地SINGAPORE
语种英语
WOS研究方向Physics
WOS记录号WOS:000256702600065
源URL[http://119.78.100.198/handle/2S6PX9GI/4501]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Wu, Yue-Xiu,Liu, Quan-Sheng. The analysis of dynamical response of transversely isotropic material under blasting load[C]. 见:. Daejeon, SOUTH KOREA. SEP 16-19, 2007.

入库方式: OAI收割

来源:武汉岩土力学研究所

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