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Effect of carbon fiber on mechanical properties and dimensional stability of concrete incorporated with granulated-blast furnace slag

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成果类型:
期刊论文
作者:
Song, Weimin;Yi, Jin*;Wu, Hao;He, Xiao;Song, Qingwei;...
通讯作者:
Yi, Jin;Yin, Jian
作者机构:
[Wu, Hao; Song, Weimin] Cent South Univ, Sch Civil Engn, 22 South Shaoshan Rd, Changsha 410075, Hunan, Peoples R China.
[Yin, Jian; Yi, Jin; Yin, J; He, Xiao] Cent South Univ Forestry & Technol, Sch Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China.
[Wu, Hao] Cent South Univ, Natl Engn Lab High Speed Railway Construct, 22 South Shaoshan Rd, Changsha 410075, Hunan, Peoples R China.
[Song, Qingwei] Zhongyuan Univ Technol, Sch Construct Engn, 41 Middle Zhongyuan Rd, Zhengzhou 450007, Henan, Peoples R China.
通讯机构:
[Yi, J; Yin, J] C
Cent South Univ Forestry & Technol, Sch Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China.
语种:
英文
关键词:
Analysis of variance (ANOVA);Blast furnaces;Carbon fibers;Compressive strength;Concrete beams and girders;Concrete mixtures;Cost benefit analysis;Creep;Creep resistance;Drying;Portland cement;Slags;Creep coefficient;Different proportions;Drying shrinkages;Effect of carbons;Granulated blast furnace slag;Granulated blast-furnace slags;Mechanical performance;Prediction model;Shrinkage
期刊:
Journal of Cleaner Production
ISSN:
0959-6526
年:
2019
卷:
238
页码:
117819
基金类别:
This work was financially sponsored by the support of the National Key Research and Development Project (Grant No.: 2016YFC 0700801-01-01 ) and the National Natural Science Foundation of China (Grant No.: 51778638 ). The contents of this paper reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein, and do not necessarily reflect any official views or policies.
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
Concretes with binary and ternary blends of Portland cement, granulated-blast furnace slag (GGBS), and carbon fiber (CF) were prepared to investigate their effects on mechanical performance, drying shrinkage and creep behaviors. Nine types of concrete mixtures were prepared and tests were conducted during a long testing period which was up to 180 days. Research showed that GGBS and CF played a detriment effect on short-term compressive strength. GGBS could improve the workability of concretes, while CF presented an opposite effect. Concrete wit...

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