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The performance study of notch-stud connections of Timber-Concrete Composite beam

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成果类型:
会议论文
作者:
He, Guojing*;Xiao, Hongzhi;Chen, Liping;Li, Li
通讯作者:
He, Guojing
作者机构:
[Xiao, Hongzhi; Li, Li; He, Guojing; Chen, Liping] Cent South Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha, Hunan, Peoples R China.
通讯机构:
[He, Guojing] C
Cent South Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha, Hunan, Peoples R China.
语种:
英文
期刊:
ADVANCES IN ENERGY, ENVIRONMENT AND MATERIALS SCIENCE
年:
2016
页码:
475-479
会议名称:
International Conference on Energy, Environment and Materials Science (EEMS)
会议时间:
AUG 25-26, 2015
会议地点:
Guangzhou, PEOPLES R CHINA
会议主办单位:
[He, Guojing;Xiao, Hongzhi;Chen, Liping;Li, Li] Cent South Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha, Hunan, Peoples R China.
主编:
Wang, Y Zhao, J
出版地:
6000 BROKEN SOUND PARKWAY NW, STE 300, BOCA RATON, FL 33487-2742 USA
出版者:
CRC PRESS-TAYLOR & FRANCIS GROUP
ISBN:
978-1-315-64056-3; 978-1-138-02931-6
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
The notch-stud connections for timber-concrete composite beams is obtained by cutting a notch from the timber beam and reinforcing it with stud in the notch, and filling it with concrete during the pouring of the concrete slab. Compared to mechanical fasteners, this type of connection has the merit of high stiffness, strength and slip resistance. In this paper, the results of nine variations sizes of rectangular notch of the connections and one notched connection without studs are presented. And these specimens were loaded to failure under shear force. Geometrical variations are the depth, wid...

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