Bond shear performances and constitutive model of interfaces between vertical and horizontal filaments of 3D printed concrete

被引:0
|
作者
Wang, Hailong [1 ,2 ]
Shao, Jianwen [3 ]
Zhang, Jing [1 ]
Zou, Daoqin [1 ]
Sun, Xiaoyan [1 ]
机构
[1] College of Civil Engineering and Architecture, Zhejiang University, Hangzhou,310058, China
[2] Center for Balance Architecture, Zhejiang University, Hangzhou,310058, China
[3] The Architectural Design & Research Institute of Zhejiang University Co. Ltd, Hangzhou,310058, China
基金
中国国家自然科学基金;
关键词
3d printed concrete - Interface between vertical and horizontal filament - Interface shear - Interface shear performance - matrix - Shear loads - Shear performance - Shear stress–strain curve - Shears strength - Stress/strain curves;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
相关论文
共 50 条
  • [31] Influence of thermo-hygrometric conditions on the interface bond in 3D printed concrete
    Taleb, M.
    Bulteel, D.
    Montagne, A.
    Roudet, F.
    Remond, S.
    Chicot, D.
    MATERIALS AND STRUCTURES, 2024, 57 (10)
  • [32] Interfacial bond properties between 3D printed engineered cementitious composite (ECC) and post-cast concrete
    Bai, Meiyan
    Xiao, Jianzhuang
    Ding, Tao
    Yu, Kequan
    CEMENT & CONCRETE COMPOSITES, 2025, 157
  • [33] Interfacial Cracking at Layer and Filament Interfaces of 3D Printed Concrete: Experimental and Numerical Studies
    Gerong, Wangdui
    Wang, Pengfei
    Liao, Minmao
    Chen, Zhaohui
    Sun, Junbo
    CONSTRUCTION 3D PRINTING, 4-IC3DCP CONFERENCE 2023, 2024, : 98 - 103
  • [34] Bending behaviour of steel cable reinforced 3D printed concrete in the direction perpendicular to the interfaces
    Xiao, Jianzhuang
    Chen, Zixuan
    Ding, Tao
    Zou, Shuai
    CEMENT & CONCRETE COMPOSITES, 2022, 125
  • [35] Prediction of interfacial tensile bond strength in 3D printed concrete based on a closed-form fracture model
    Lan, Tian
    Yang, Shutong
    Wang, Mingxin
    Xu, Mingqi
    Cheng, Shidong
    Chen, Zhengyuan
    JOURNAL OF BUILDING ENGINEERING, 2023, 70
  • [36] Interlayer Bond Strength of 3D Printed Concrete Members with Ultra High Performance Concrete (UHPC) Mix
    Lee, Yoon Jung
    Lee, Sang-Hoon
    Kim, Jae Hyun
    Jeong, Hoseong
    Han, Sun-Jin
    Kim, Kang Su
    BUILDINGS, 2024, 14 (07)
  • [37] Shear performance of 3D printed concrete reinforced with flexible or rigid materials based on direct shear test
    Sun, Xiaoyan
    Ye, Boxing
    Lin, Kangjian
    Wang, Hailong
    JOURNAL OF BUILDING ENGINEERING, 2022, 48
  • [38] A 3D constitutive model for concrete based on a co-rotational concept
    Feenstra, PH
    Rots, JG
    Arnesen, A
    Teigen, JG
    Hoiseth, KV
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES, VOLS 1 AND 2, 1998, : 13 - 22
  • [39] 3D dynamic constitutive model of concrete based on damage and realization of FEM
    Zhou, Ji-Kai
    Wu, Sheng-Xing
    Tian, Hong-Wei
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 463 - 469
  • [40] Bond behavior between steel bars and 3D printed concrete: Effect of concrete rheological property, steel bar diameter and paste coating
    Wang, Zhibin
    Jia, Lutao
    Deng, Zhicong
    Zhang, Chao
    Zhang, Zedi
    Chen, Chun
    Pan, Jinlong
    Zhang, Yamei
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 349