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Analysis on Critical Force of Unidirectional CFRP Slender Column

Wenfeng Bian Weiyi Shao Baoming Wang

哈尔滨工业大学学报（英文版）2019，Vol.26Issue(4)：25-31,7.

哈尔滨工业大学学报（英文版）2019，Vol.26Issue(4)：25-31,7.DOI:10.11916/j.issn.1005⁃9113.18058

Wenfeng Bian ¹Weiyi Shao ¹Baoming Wang²

作者信息

1. Department of Civil Engineering,Harbin Institute of Technology,Weihai 264209,Shandong,China
2. Weihai Guangwei Composities Co., Ltd.,Weihai 264209,Shandong,China
折叠

unidirectional CFRP/slender column/critical force/stability factor/modified Perry formula

unidirectional CFRP/slender column/critical force/stability factor/modified Perry formula

信息技术与安全科学

Wenfeng Bian,Weiyi Shao,Baoming Wang..Analysis on Critical Force of Unidirectional CFRP Slender Column[J].哈尔滨工业大学学报（英文版）,2019,26(4):25-31,7.

Sponsored by the Shandong Provincial Natural Science Foundation, China ( Grant No. ZR2018MA029) . （ Grant No. ZR2018MA029）

ISSN：1005-9113

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