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EXPERIMENTAL STUDIES OF FLEXURAL STRENGTH AND MECHANICS PERFORMANCE FOR RECYCLED CONCRETE BEAM

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成果类型:
会议论文
作者:
Deng, Shouchang*;Yu, Fang
通讯作者:
Deng, Shouchang
作者机构:
[Deng, Shouchang] Cent S Univ Forestry & Technol Hunan Prov, Sch Civil Engn & Architecture & Mech, Changsha 410004, Hunan, Peoples R China.
[Deng, Shouchang] Huizhou Zhou Univ, Dept Architecture & Civil Engn, Huizhou 516007, Guandong Provin, Peoples R China.
[Yu, Fang] Hunan City Univ, Sch City Management, Yiyang 413000, Hunan, Peoples R China.
通讯机构:
[Deng, Shouchang] C
Cent S Univ Forestry & Technol Hunan Prov, Sch Civil Engn & Architecture & Mech, Changsha 410004, Hunan, Peoples R China.
语种:
英文
关键词:
recycled concrete beam;compressive strength;bending strength;loading, tress;strain;deflection;crack;elastic module;mechanical performance
期刊:
2ND INTERNATIONAL CONFERENCE ON WASTE ENGINEERING MANAGEMENT, ICWEM 2010
ISSN:
1461-1147
年:
2010
卷:
73
页码:
695-716
会议名称:
2nd International Conference on Waste Engineering and Management(第二届工程废弃物资源化与应用研究国际会议暨第二届中国再生混凝土研究与应用学术交流会 ICWEM2010)
会议论文集名称:
2nd International Conference on Waste Engineering and Management(第二届工程废弃物资源化与应用研究国际会议暨第二届中国再生混凝土研究与应用学术交流会 ICWEM2010)论文集
会议时间:
2010-10-13
会议地点:
上海
会议主办单位:
Tongji Univ
会议赞助商:
中国土木工程学会
主编:
Xiao, JZ Zhang, Y Cheung, MS Chu, RPK
出版地:
157 RUE DES BLAINS, 92220 BAGNEUX, FRANCE
出版者:
R I L E M PUBLICATIONS
ISBN:
978-2-35158-102-5
基金类别:
Hunan Provincial Natural Science Foundation of ChinaNatural Science Foundation of Hunan Province [06JJ4058]; Hunan province construction hall [[2007]425-30, [2008]459-8]; Changsha sity science and technology office [K042013-12]; Zhuzhou sity construction office [[2010]119-l]; Central South University of Forestry and Technology; Huizhou Zhou Universiy nature science foundation [C2-10.0107]
机构署名:
本校为其他机构
摘要:
The intent of this paper is to investigate the flexural behavior of 4 recycled concrete simply-supported beams with same percentage of reinforcement and axial compressive strength but different replacement ratio of recycled aggregates. Besides the flexural capacity of normal section, the characteristics of both deflection and cracking are analyzed. Based on the experimental results, the following conclusions are drawn. In bending, the recycled concrete beam also has elastic, cracking, yield and ultimate point. The average strain measured on cross-section obliges to the plane section assumption...

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