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Experimental research on the anti-crack performance and microscopic mechanism of the hybrid fiber concrete

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成果类型:
期刊论文、会议论文
作者:
Liu, Xiaofan*;Sheng, Xiaozhou;Li, Jixiang;Lun, Yunxia
通讯作者:
Liu, Xiaofan
作者机构:
[Sheng, Xiaozhou; Liu, Xiaofan; Li, Jixiang; Lun, Yunxia] Wuhan Polytech Univ, Coll Civil Engn & Architecture, Wuhan, Peoples R China.
通讯机构:
[Liu, Xiaofan] W
Wuhan Polytech Univ, Coll Civil Engn & Architecture, Wuhan, Peoples R China.
语种:
英文
关键词:
Hybrid Fiber;Concrete;Anti-crack Performance;Microscopic Mechanism
期刊:
Advanced Materials Research
ISSN:
1022-6680
年:
2011
卷:
168-170
页码:
1615-1620
会议名称:
International Conference on Structures and Building Materials
会议论文集名称:
Advanced Materials Research
会议时间:
JAN 07-09, 2011
会议地点:
Guangzhou, PEOPLES R CHINA
会议主办单位:
[Liu, Xiaofan;Sheng, Xiaozhou;Li, Jixiang;Lun, Yunxia] Wuhan Polytech Univ, Coll Civil Engn & Architecture, Wuhan, Peoples R China.
会议赞助商:
Guangdong Univ Technol, Fac Civil & Transportat Engn
主编:
Li, LJ
出版地:
LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
出版者:
TRANS TECH PUBLICATIONS LTD
ISBN:
978-0-87849-207-7
机构署名:
本校为第一且通讯机构
院系归属:
土木工程与建筑学院
摘要:
In order to study the effect of fibers to the anti-crack performance of the concrete, sixteen different plat restraint specimens with four different fiber mixing amount (steel fiber is 0, 0.5%, 1%, 1.5%, and polypropylene fiber is 0, 0.1%, 0.2%, 0.3% respectively), are selected to comparison about the influence on the anti-cracking property of the hybrid fiber concrete, single fiber reinforced concrete and plain concrete. Experiments show that fibers increasing the anti-crack performance of the concrete significantly. The relationship between f...

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