Knowledge Management System of Institue of Mechanics, CAS
Prediction of structural dynamic plastic shear failure by Johnson's damage number | |
Zhao YP(赵亚溥); Zhao, YP (reprint author), Chinese Acad Sci, Inst Mech, Lab Nonlinear Mech Continuous Media, Beijing 100080, Peoples R China. | |
发表期刊 | Forschung Im Ingenieurwesen-Engineering Research |
1998 | |
卷号 | 63期号:11-12页码:349-352 |
ISSN | 0015-7899 |
摘要 | It is proved that Johnson's damage number is the sole similarity parameter for dynamic plastic shear failure of structures loaded impulsively, therefore, dynamic plastic shear failure can be understood when damage number reaches a critical value. It is suggested that the damage number be generally used to predict the dynamic plastic shear failure of structures under various kinds of dynamic loads (impulsive loading, rectangular pressure pulse, exponential pressure pulse, etc.,). One of the advantages for using the damage number to predict such kind of failure is that it is conveniently used for dissimilar material modeling. |
学科领域 | 力学 |
DOI | 10.1007/PL00010753 |
收录类别 | SCI |
语种 | 英语 |
WOS记录号 | WOS:000073621600003 |
关键词[WOS] | DEFORMATION ; PLATES |
WOS研究方向 | Engineering |
WOS类目 | Engineering, Multidisciplinary ; Engineering, Mechanical |
引用统计 | |
文献类型 | 期刊论文 |
条目标识符 | http://dspace.imech.ac.cn/handle/311007/17308 |
专题 | 力学所知识产出(1956-2008) |
通讯作者 | Zhao, YP (reprint author), Chinese Acad Sci, Inst Mech, Lab Nonlinear Mech Continuous Media, Beijing 100080, Peoples R China. |
推荐引用方式 GB/T 7714 | Zhao YP,Zhao, YP . Prediction of structural dynamic plastic shear failure by Johnson's damage number[J]. Forschung Im Ingenieurwesen-Engineering Research,1998,63,11-12,:349-352. |
APA | 赵亚溥,&Zhao, YP .(1998).Prediction of structural dynamic plastic shear failure by Johnson's damage number.Forschung Im Ingenieurwesen-Engineering Research,63(11-12),349-352. |
MLA | 赵亚溥,et al."Prediction of structural dynamic plastic shear failure by Johnson's damage number".Forschung Im Ingenieurwesen-Engineering Research 63.11-12(1998):349-352. |
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