Strengthening of timber structures with glued-in rods

被引:93
|
作者
Steiger, Rene [1 ]
Serrano, Erik [2 ]
Stepinac, Mislav [3 ]
Rajcic, Vlatka [3 ]
O'Neill, Caoimhe [4 ]
McPolin, Daniel [4 ]
Widmann, Robert [1 ]
机构
[1] Empa, Swiss Fed Labs Mat Sci & Technol, Struct Engn Res Lab, CH-8600 Dubendorf, Switzerland
[2] Lund Univ, Fac Engn LTH, Div Struct Mech, SE-22100 Lund, Sweden
[3] Univ Zagreb, Fac Civil Engn, Dept Struct, Zagreb 10000, Croatia
[4] Queens Univ, Civil Engn Res Ctr, Belfast BT9 5AG, Antrim, North Ireland
关键词
Reinforcement; Steel rod; FRP rod; Design; Application; Adhesive; Eurocode; 5; Quality control; Linear elastic fracture mechanics; Non-linear elastic fracture mechanics; SELF-TAPPING SCREWS; PULL-OUT STRENGTH; FLEXURAL REINFORCEMENT; BEAMS; JOINTS; CONNECTIONS; BEHAVIOR; NAILS; BARS;
D O I
10.1016/j.conbuildmat.2015.03.097
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The research and development of connecting and strengthening timber structural elements with glued-in rods (GiR) has been ongoing since the 1980s. Despite many successful applications in practice, agreement regarding design criteria has not been reached. This state-of-the-art review summarises results from both research and practical applications regarding connections and reinforcement with GiR. The review considers manufacturing methods, mechanisms and parameters governing the performance and strength of GiR, theoretical approaches to estimate their load-bearing capacity and existing design recommendations. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:90 / 105
页数:16
相关论文
共 50 条
  • [41] Mechanical behaviour of glued-in rods (carbon and glass fibre-reinforced polymers) for timber structures-An analytical and experimental study
    Titirla, M.
    Michel, L.
    Ferrier, E.
    COMPOSITE STRUCTURES, 2019, 208 : 70 - 77
  • [42] Predicting capacity and stiffness of glued-in glass fiber reinforced polymer rods in heritage timber frames
    Avez, C.
    Descamps, T.
    Van Parys, L.
    Roensmaens, B.
    STRUCTURAL ANALYSIS OF HISTORICAL CONSTRUCTIONS: ANAMNESIS, DIAGNOSIS, THERAPY, CONTROLS, 2016, : 112 - 119
  • [43] Influence of timber density on the axial strength of joints made with glued-in steel rods: An experimental approach
    Otero Chans, M. D.
    Estevez Cimadevila, J.
    Martin Gutierrez, E.
    Vazquez Rodriguez, J. A.
    INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2010, 30 (05) : 380 - 385
  • [44] Simulation and analysis of adhesive failure in Glued-in Rod (GiR) connections for timber structures
    Atashipour, S. R.
    Lundgren, K.
    Feldt, P.
    Thelin, A.
    ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS, 2019, : 1768 - 1773
  • [45] Numerical modeling investigation of cross-laminated timber connections consisting of multiple glued-in rods
    Shirmohammadli, Younes
    Hashemi, Ashkan
    Masoudnia, Reza
    Quenneville, Pierre
    STRUCTURES, 2023, 53 : 491 - 500
  • [46] Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods
    Gauthier-Turcotte, Etienne
    Menard, Sylvain
    Fiset, Mathieu
    JOURNAL OF STRUCTURAL ENGINEERING, 2022, 148 (12)
  • [47] Pre-applicable structural adhesives for timber engineering: Glued-in G-FRP rods
    Adam, Michael
    Luehring, Andreas
    Popp, Matthias
    Fecht, Simon
    Vallee, Till
    INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2016, 67 : 121 - 127
  • [48] Modification Model of Glued-In Rods Splice Connection Using Statistical Analysis for Mengkulang Glulam Timber
    Hussin, Tengku Anita Raja
    Hassan, Rohana
    Anshari, Buan
    Nor, Azman Md
    Sapuan, S. M.
    FORESTS, 2023, 14 (03):
  • [49] Mixed mode fracture of glued-in rods in timber structuresA new approach based on equivalent LEFM
    Julie Lartigau
    Jean-Luc Coureau
    Stéphane Morel
    Philippe Galimard
    Emmanuel Maurin
    International Journal of Fracture, 2015, 192 : 71 - 86
  • [50] DETERMINATION OF CARRYING CAPACITY OF STEEL-TIMBER JOINTS WITH STEEL RODS GLUED-IN PARALLEL TO GRAIN
    Vavrusova, Kristyna
    Mikolasek, David
    Lokaj, Antonin
    Klajmonova, Kristyna
    Sucharda, Oldrich
    Parenica, Premysl
    WOOD RESEARCH, 2016, 61 (05) : 733 - 740