中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Revisiting the interaction of highly nonlinear solitary wave with wall: From infinite to finite thickness

文献类型:期刊论文

作者Peng, Qing4; Liu, Xiaoming3,4; Shi, Xinghua2; Wei, YueGuang1; Shi XH(施兴华); Wei YG(魏悦广); Liu XM(刘小明); Peng Q(彭青)
刊名INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
出版日期2022-04-01
卷号241页码:12
关键词Highly nonlinear solitary wave Reflection on plate Monodispersed granular chain Sphere-plate contact Non-destructive evaluation
ISSN号0020-7683
DOI10.1016/j.ijsolstr.2022.111509
通讯作者Liu, Xiaoming(xiaomingliu@imech.ac.cn)
英文摘要The classical reflection of a highly nonlinear solitary wave (HNSW) on an elastic wall has been used to determine the material properties of the wall, but does not work on a plate (a wall with finite thickness). In this paper, by coupling sphere-plate contact with chain dynamics, we revealed that: with the same initial velocity, the energy dissipation of multi-sphere plate impact is different from the single sphere plate impact, but the contact force on the plate performs similarly. Based on this fact, we then developed two universal force models considering the dissipative feature of the plate. These force models (reflection force on the chain and contact force on the plate) can universally connect the signals of the HNSW with the dissipative feature of the plate. With the obtained force models, we proposed a non-destructive evaluation method, which can identify both the plate material and thickness by measuring the two forces: the reflection force on the chain and the contact force on the plate. Agreement with finite element simulations suggests that non-destructive evaluation of thin-walled structure can be realized by using HNSW with the proposed method.
WOS关键词PROPAGATION ; CHAIN ; BEADS
资助项目National Natural Science Foundation of China[12032001] ; National Natural Science Foundation of China[11890681] ; National Natural Science Foundation of China[12022210] ; National Natural Science Foundation of China[12125202] ; Youth Innovation Promotion Association CAS[2018022]
WOS研究方向Mechanics
语种英语
WOS记录号WOS:000782416000008
资助机构National Natural Science Foundation of China ; Youth Innovation Promotion Association CAS
源URL[http://dspace.imech.ac.cn/handle/311007/88859]  
专题力学研究所_非线性力学国家重点实验室
通讯作者Liu, Xiaoming
作者单位1.Peking Univ, Coll Engn, Beijing 100871, Peoples R China
2.Chinese Acad Sci, Natl Ctr Nanosci & Technol, Lab Theoret & Computat Nanosci, Beijing 100190, Peoples R China
3.UCAS, Sch Engn Sci, Beijing 100049, Peoples R China
4.Chinese Acad Sci, Inst Mech, LNM, Beijing 100190, Peoples R China
推荐引用方式
GB/T 7714
Peng, Qing,Liu, Xiaoming,Shi, Xinghua,et al. Revisiting the interaction of highly nonlinear solitary wave with wall: From infinite to finite thickness[J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES,2022,241:12.
APA Peng, Qing.,Liu, Xiaoming.,Shi, Xinghua.,Wei, YueGuang.,施兴华.,...&彭青.(2022).Revisiting the interaction of highly nonlinear solitary wave with wall: From infinite to finite thickness.INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES,241,12.
MLA Peng, Qing,et al."Revisiting the interaction of highly nonlinear solitary wave with wall: From infinite to finite thickness".INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES 241(2022):12.

入库方式: OAI收割

来源:力学研究所

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