Volume 2 · Issue 3 (2025)
Bond-Slip Behavior Analysis of Recycled Concrete-Filled Double Steel Plate Composite Shear Walls Using ABAQUS
Tingyue Hao, Bowen Zhang, Jialiang Liu, Xiangyu Dai, Zihan Shen, Junjie Zheng, Yibo Liu
School of Civil Engineering, Tangshan College, Tangshan City, Hebei, China
This paper was funded by Science Research Project of Hebei Education Department
(ZC2023044) and Doctoral Innovation Fund Project of Tangshan College (141905).
Abstract: A detailed numerical simulation of recycled concrete composite shear walls was conducted using ABAQUS finite element software. By establishing a composite wall model and constitutive model, the bonding slip performance of the composite wall was analyzed. For double-steel plate recycled concrete composite shear walls, the results show that the stress under bonding slip conditions is 15.1% higher on average compared to that without considering bonding slip. It is suggested that the bonding force between steel plates and concrete can bear part of the internal forces in recycled concrete composite walls, which should not be ignored.
Keywords: Bonding-Slip; Recycled Concrete; Composite Shear Wall; ABAQUS
References
[1]
Chen Daoshen, Wei Fangfang, Zhu Youhua et al. Finite element analysis of seismic performance of double steel plate-reinforced concrete composite shear walls. Journal of Hebei University of Engineering (Natural Science Edition), 2022,39(1):15-22.
[2]
Song Wenqing. Finite element analysis of seismic performance of steel-concrete composite shear walls. Qingdao: Qingdao University of Technology, 2013.
[3]
Du Jiahuan. Study on seismic performance of steel-concrete composite walls considering bonding slip. Lanzhou: Lanzhou Jiaotong University, 2021.
[4]
Sun Zhegang, Feng Lijie. Performance and Sustainable Development of Recycled Concrete. Beijing: China Building Materials Industry Press, 2010.
[5]
Chen Zongping. Experimental and Theoretical Analysis on the Load-bearing performance of short tube-reinforced concrete axially compressed columns . Fuzhou: Fuzhou University, 2013.
[6]
Qi Lin. Study on the freeze-thaw constitutive model of recycled concrete with brick aggregate. Shenyang: Shenyang Jianzhu University, 2019.
[7]
Chen Zongping, Zhou Chunheng, Xu Dingyi et al. Influence of aggregate type on the mechanical properties of recycled concrete. Journal of Applied Mechanics, 2017,34 (1):180-185.
[8]
Yang Youfu. Theoretical analysis of load-deformation relationship of steel pipe recycled concrete members. Industrial Construction, 2007,37 (12):1-6.
[9]
Xie Yongbin. Analysis of the Full Curve of Uniaxial Compressive Stress-Strain for Regenerated Concrete. Cement and Cement Products, 2018 (2):24-28. Ma Ruiyang. Theoretical Study on the Mechanical Properties of Steel Plate Composite Shear Walls and Macro-Element Finite Element Analysis. Harbin: Harbin Institute of Technology, 2017.
[10]
Wang Weitao. Nonlinear finite element analysis of reinforced concrete shear walls with internal steel plates and tendon. Xi 'an: Xi' an University of Architecture and Technology, 2015.
[11]
Sun Ming. Study on the constitutive behavior of concrete-concrete bond slip and finite element analysis. Hangzhou: Zhejiang University, 2015.
Download PDF