Strengthening of timber structures with glued-in rods

被引：94
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
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2015年 / 97卷
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
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