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Study on Shear Resistance of Composite Interface of Steel Truss Ceramsite Concrete and Finite Element Simulation

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成果类型:
期刊论文
作者:
"Zhang, Zaihua;Xiao, Yuqing;Cao, Guohui"
通讯作者:
Yuqing Xiao
作者机构:
[Cao, Guohui"] Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City University, Yiyang 413000, China
School of Civil Engineering, University of South China, Hengyang 421200, China
Author to whom correspondence should be addressed.
["Zhang, Zaihua] Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City University, Yiyang 413000, China<&wdkj&>School of Civil Engineering, University of South China, Hengyang 421200, China
[Xiao, Yuqing] Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City University, Yiyang 413000, China<&wdkj&>School of Civil Engineering, University of South China, Hengyang 421200, China<&wdkj&>Author to whom correspondence should be addressed.
通讯机构:
[Yuqing Xiao] H
Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City University, Yiyang 413000, China<&wdkj&>School of Civil Engineering, University of South China, Hengyang 421200, China<&wdkj&>Author to whom correspondence should be addressed.
语种:
英文
关键词:
ceramsite concrete;composite interface;shear performance;double-sided shear test;finite element simulation;steel truss reinforcement
期刊:
Buildings
ISSN:
2075-5309
年:
2025
卷:
15
期:
6
页码:
981-
基金类别:
writing—original draft preparation, Y.X.; writing—review and editing, Z.Z.; data curation, Y.X.; formal analysis, Y.X.; analysis, Y.X.; model, Y.X.; validation, Y.X.; conceptualization, Z.Z. and G.C.; Supervision, Z.Z and G.C.; Methodology, Z.Z.; investigation, Z.Z. and G.C.; project administration, Z.Z. and G.C.; funding acquisition, Z.Z. and G.C. All authors have read and agreed to the published version of the manuscript. This research was funded by the Scientific Research Project of the Education Department of Hunan Province (19A095) and the Hunan Natural Science Foundation (2018JJ2020, 2020JJ5018).
机构署名:
本校为第一且通讯机构
摘要:
This study investigates the shear behavior of steel truss ceramsite concrete composite interfaces through double-sided direct shear tests and finite element simulations. The results reveal three distinct shear response phases: elastic deformation, plastic softening, and full yielding. The interfacial shear capacity arises from synergistic contributions of bond strength, friction, and truss reinforcement action. Comparative analysis of design codes identifies Eurocode 2 as providing an optimal alignment with the experimental data. An ABAQUS-base...

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