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	Effect of hybrid fibers on flexural performance of reinforced SCC symmetric inclination beams
	Zhang, Cong; Li, Zhihua; Ding, Yining
刊名	COMPUTERS AND CONCRETE
	2018
卷号	22页码:209-220
关键词	tunnel segment hybrid fiber self-consolidating concrete flexural loading ultimate bearing capacity cracking behavior prediction model
ISSN号	1598-8198
URL标识	查看原文
WOS记录号	[DB:DC_IDENTIFIER_WOSID]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3257406
专题	大连理工大学
作者单位	1.Jiangnan Univ, Sch Environm & Civil Engn, Wuxi 214000, Peoples R China. 2.Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210000, Jiangsu, Peoples R China. 3.Jiangnan Univ, Sch Environm & Civil Engn, Wuxi 214000, Peoples R China. 4.Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116000, Peoples R China.
推荐引用方式 GB/T 7714	Zhang, Cong,Li, Zhihua,Ding, Yining. Effect of hybrid fibers on flexural performance of reinforced SCC symmetric inclination beams[J]. COMPUTERS AND CONCRETE,2018,22:209-220.
APA	Zhang, Cong,Li, Zhihua,&Ding, Yining.(2018).Effect of hybrid fibers on flexural performance of reinforced SCC symmetric inclination beams.COMPUTERS AND CONCRETE,22,209-220.
MLA	Zhang, Cong,et al."Effect of hybrid fibers on flexural performance of reinforced SCC symmetric inclination beams".COMPUTERS AND CONCRETE 22(2018):209-220.

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