GFRP connectors for thin topping timber-concrete composites

被引:0
作者
Jonathan Skinner
Elin Salisbury
Richard Harris
机构
[1] Ramboll UK,Department of Architecture and Civil Engineering
[2] University of Bath,BRE Centre for Innovative Construction Materials
[3] University of Bath,undefined
来源
European Journal of Wood and Wood Products | 2016年 / 74卷
关键词
Timber; Glass Fibre Reinforce Polymer; Shear Connector; Glass Fibre Reinforce Polymer; Shear Connection;
D O I
暂无
中图分类号
学科分类号
摘要
Thin concrete toppings can be applied to existing timber floors to form a composite, thereby improving the floor’s serviceability performance. Critical to the success of the upgrade is the effectiveness of the shear connectors which transfer forces between the timber floor and topping. This paper presents the results of pushout testing of a novel glass fibre reinforced polymer plate connector which demonstrate that the connectors have greater strength and stiffness compared to self-tapping screws.
引用
收藏
页码:477 / 479
页数:2
相关论文
共 50 条
  • [41] In-Plane Experimental Testing of Timber-Concrete Composite Floor Diaphragms
    Newcombe, Michael P.
    van Beerschoten, Wouter A.
    Carradine, David
    Pampanin, Stefano
    Buchanan, Andrew H.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2010, 136 (11): : 1461 - 1468
  • [42] Direct Shear Responses of Insulated Concrete Sandwich Panels with GFRP Shear Connectors
    Yun, Hyun-Do
    Jang, Seok-Joon
    You, Young-Chan
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 803 - 806
  • [43] Experimental evaluation of shear behavior of pultruded GFRP perforated connectors embedded in concrete
    Xiong, Zhihua
    Liu, Yuqing
    Zuo, Yize
    Xin, Haohui
    COMPOSITE STRUCTURES, 2019, 222
  • [44] ANALYSIS AND MODELLING COMPOSITE TIMBER-CONCRETE SYSTEMS: DESIGN OF BRIDGE STRUCTURE ACCORDING TO EN
    Manojlovic, Dragan
    Kocetov Misulic, Tatjana
    GRADEVNSKI MATERIJIALI I KONSTRUKCIJE-BUILDING MATERIALS AND STRUCTURES, 2016, 59 (04): : 47 - 74
  • [45] Flexural behaviour of timber-concrete composite floor systems linearly supported at two edges
    Ferrara, Giuseppe
    Michel, Laurent
    Ferrier, Emmanuel
    ENGINEERING STRUCTURES, 2023, 281
  • [46] A finite element model for long-term analysis of timber-concrete composite beams
    Fragiacomo, M
    STRUCTURAL ENGINEERING AND MECHANICS, 2005, 20 (02) : 173 - 189
  • [47] Experimental study of the mechanical behavior of timber-concrete shear connections with threaded reinforcing bars
    Djoubissie, Decroly Denouwe
    Messan, Adamah
    Fournely, Eric
    Bouchair, Abdelhamid
    ENGINEERING STRUCTURES, 2018, 172 : 997 - 1010
  • [48] Long-term performance of timber-concrete composite systems with notch-screw connections
    Shi, Benkai
    Liu, Weiqing
    Yang, Huifeng
    Ling, Xiu
    ENGINEERING STRUCTURES, 2020, 213
  • [49] Long-term and collapse tests on a timber-concrete composite beam with glued-in connection
    Ario Ceccotti
    Massimo Fragiacomo
    Saverio Giordano
    Materials and Structures, 2007, 40 : 15 - 25
  • [50] Experimental investigation of a prefabricated timber-concrete composite floor structure: Notched-slab approach
    Yilmaz, Semih
    Demir, Serhat
    Vural, Nilhan
    ADVANCES IN CONCRETE CONSTRUCTION, 2021, 12 (01) : 13 - 23