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Failure behavior of hierarchical corrugated sandwich structures with second-order core based on Mindlin plate theory

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成果类型:
期刊论文
作者:
Li, Gang;Li, Zhaokai;Hao, Peng*;Wang, Yutian;Fang, Yaochu
通讯作者:
Hao, Peng
作者机构:
[Li, Gang; Li, Zhaokai; Hao, Peng; Wang, Yutian] Dalian Univ Technol, Dept Engn Mech, 2 Linggong Rd, Dalian 116024, Liaoning, Peoples R China.
[Fang, Yaochu] Univ South China, Sch Urban Construct, Hengyang, Peoples R China.
通讯机构:
[Hao, Peng] D
Dalian Univ Technol, Dept Engn Mech, 2 Linggong Rd, Dalian 116024, Liaoning, Peoples R China.
语种:
英文
关键词:
Failure modes;Finite element method;Sandwich structures;Analytical expressions;Competing failure modes;Corrugated sandwich structures;Corrugated structures;Different structure;Moderately thick plate;Nominal stress;Prediction errors;Mindlin plates
期刊:
Journal of Sandwich Structures & Materials
ISSN:
1099-6362
年:
2019
卷:
21
期:
2
页码:
552-579
基金类别:
The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This work was supported by the National Natural Science Foundation of China (Grant Nos. 11372061 and 11402049), the National Basic Research Program of China (Grant No. 2014CB046506), the Project funded by China Postdoctoral Science Foundation (2015T80246).
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
For hierarchical corrugated sandwich structures with second-order core, the prediction error of failure behavior by existing methods becomes unacceptable with the increase of structure thickness. In this study, a novel analytical model called moderately thick plate model is developed based on Mindlin plate theory, which can be used to analyze the failure behavior of hierarchical corrugated structures with second-order core under compression or shear loads. Then, the analytical expressions of nominal stress for six competing failure modes are de...

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