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Experimental investigation on long term flexural performance of expansive concrete beams eccentrically reinforced by CFRP
Cao, Qi; Jiang, Haibo; Wu, Zhimin; Ma, Zhongguo John
刊名COMPOSITE STRUCTURES
2017
卷号163页码:101-113
关键词Delaying cracking Expansive concrete CFRP Eccentric self-prestressing Failure modes
ISSN号0263-8223
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/3282359
专题大连理工大学
作者单位1.Dalian Univ Technol & Ocean Engn Joint Res Ctr DU, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China.
2.Guangdong Univ Technol, Guangzhou Higher Educ Mega Ctr, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R China.
3.Univ Tennessee, Dept Civil & Environm Engn, 313 John D Tickle Bldg, Knoxville, TN 37996 USA.
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GB/T 7714
Cao, Qi,Jiang, Haibo,Wu, Zhimin,et al. Experimental investigation on long term flexural performance of expansive concrete beams eccentrically reinforced by CFRP[J]. COMPOSITE STRUCTURES,2017,163:101-113.
APA Cao, Qi,Jiang, Haibo,Wu, Zhimin,&Ma, Zhongguo John.(2017).Experimental investigation on long term flexural performance of expansive concrete beams eccentrically reinforced by CFRP.COMPOSITE STRUCTURES,163,101-113.
MLA Cao, Qi,et al."Experimental investigation on long term flexural performance of expansive concrete beams eccentrically reinforced by CFRP".COMPOSITE STRUCTURES 163(2017):101-113.
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