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Analysis of Mechanical Properties and a Design Method of Reinforced Timber-Concrete Composite Beams

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成果类型:
期刊论文
作者:
Yuan, Sh.;He, G. J.;Yi, J.*
通讯作者:
Yi, J.
作者机构:
[Yi, J.; Yuan, Sh.; He, G. J.] Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410004, Hunan, Peoples R China.
通讯机构:
[Yi, J.] C
Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410004, Hunan, Peoples R China.
语种:
英文
关键词:
reinforced timber-concrete composite beam;mechanical behavior;loading test;ultimate flexural capacity;design
期刊:
Mechanics of Composite Materials
ISSN:
0191-5665
年:
2019
卷:
55
期:
5
页码:
687-698
基金类别:
The authors appreciate the support of project 948 of the State Forestry Administration (Project No. 2014-4-51),National Natural Science Foundation project of China, “Modern timber-concrete composite structure bridge design theory and applied basic research” (Project No. 51478485) and General research projects of Hunan Provincial Department of Education (17C1654). Shuai Yuan and Guojing He have made equal contributions to the work. The authors appreciate the support of project 948 of the State Forestry Administration (Project No. 2014-4-51),National Natural Science Foundation project of China, ?Modern timber-concrete composite structure bridge design theory and applied basic research? (Project No. 51478485) and General research projects of Hunan Provincial Department of Education (17C1654). Shuai Yuan and Guojing He have made equal contributions to the work.
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:
Based on the loading features of reinforced timber-concrete composite (TCC) beams, a calculation model of their ultimate flexural capacity is established. To verify calculation results, four TCC beams with different degrees of reinforcement were prepared and tested, and a good agreement between test d...

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