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Experimental Investigation and Theoretical Prediction Model of Flexural Bearing Capacity of Pre-Cracked RC Beams

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成果类型:
期刊论文
作者:
Zhou, Shuming;Yan, Donghuang
通讯作者:
Shuming Zhou
作者机构:
[Zhou, Shuming; Yan, Donghuang] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
[Zhou, Shuming] Hunan City Univ, Sch Civil Engn, Yiyang, Peoples R China.
通讯机构:
[Shuming Zhou] S
School of Civil Engineering, Hunan City University, Yiyang 413000, China<&wdkj&>School of Civil Engineering, Changsha University of Science & Technology, Changsha 410114, China<&wdkj&>Author to whom correspondence should be addressed.
语种:
英文
关键词:
bridge engineering;reinforced-concrete beam;cracking;bearing capacity;finite element method
期刊:
Applied Sciences-Basel
ISSN:
2076-3417
年:
2023
卷:
13
期:
8
页码:
4775-
基金类别:
Conceptualization, S.Z.; methodology, S.Z.; software, S.Z.; validation, D.Y.; formal analysis, S.Z.; investigation, S.Z.; resources, D.Y.; data curation, S.Z.; writing—original draft preparation, S.Z.; writing—review and editing, D.Y.; visualization, D.Y.; supervision, D.Y.; project administration, S.Z.; funding acquisition, S.Z. All authors have read and agreed to the published version of the manuscript. This research received no external funding.
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Cracking is one of the main diseases of small- and medium-span reinforced concrete (RC) bridges. It is a key problem to determine the change in mechanical properties of RC beams after cracking in bridge-performance evaluation. The present study performs static loading tests on seven simply supported T-beams with different crack damage conditions. The influences of crack location, crack depth and steel-bar diameter at a prefabricated crack on the stress, deflection and crack distribution pattern of pre-cracked test beams are investigated. The failure mode and mechanism of pre-cracked beams are ...

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