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摘要:
Strain hardening and strain rate play an important role in dynamic deformation and failure problems such as high-velocity impact cases.In this paper,a non-ordinary state-based peridynamic model for failure and damage of concrete materials subjected to impacting condition is proposed,taking the advantages of both damage model and nonlocal peridynamic method.The Holmquist-Johnson-Cook(HJC)model describing the mechanical character and damage of concrete materials under large strain,high strain rate and high hydrostatic pressure was reformulated in the framework of non-ordinary statebased peridynamic theory,and the corresponding numerical approach was developed.The proposed model and numerical approach were validated through simulating typical impacting examples and comparing the results with available experimental observations and results in literature.
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篇名 A Non-Ordinary State-Based Peridynamic Formulation for Failure of Concrete Subjected to Impacting Loads
来源期刊 工程与科学中的计算机建模(英文) 学科 工学
关键词 Non-ordinary state-based PERIDYNAMICS Holmquist-Johnson-Cook model dynamic FRACTURE CONCRETE NON-LOCAL
年,卷(期) 2019,(3) 所属期刊栏目
研究方向 页码范围 561-581
页数 21页 分类号 TG1
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节点文献
Non-ordinary
state-based
PERIDYNAMICS
Holmquist-Johnson-Cook
model
dynamic
FRACTURE
CONCRETE
NON-LOCAL
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期刊影响力
工程与科学中的计算机建模(英文)
月刊
1526-1492
江苏省南京市浦口区东大路2号东大科技园A
出版文献量(篇)
299
总下载数(次)
1
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0
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