Analysis of the flexural stiffness of timber beams reinforced with carbon and basalt composite materials

被引：27
作者：
de la Rosa Garcia, Pilar [1 ]
Cobo Escamilla, Alfonso [2 ]
Gonzalez Garcia, M. Nieves [1 ]
机构：
[1] Univ Politecn Madrid, Architectural Construct Dept, Sch Bldg Engn, Juan de Herrera St 6, E-28040 Madrid, Spain
[2] Univ Politecn Madrid, Edificat Technol Dept, Sch Bldg Engn, Juan de Herrera St 6, E-28040 Madrid, Spain
来源：
COMPOSITES PART B-ENGINEERING | 2016年 / 86卷
关键词：
Polymer-matrix composites (PMCs); Wood (pinus sylvestris); Mechanical properties; Mechanical testing;
D O I：
10.1016/j.compositesb.2015.10.003
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this work, an experimental study on the bending behavior of pine wood beams reinforced with carbon and basalt fiber reinforced plastics, externally glued with epoxy resins has been performed. Different grammage, unidirectional and bi-directional fabrics have been used, and one or three layers applied. The results show good behavior of basalt fiber reinforcements in the stiffness increase of timber beams, achieving similar results to those obtained with carbon fiber. Moreover, reinforcements made with bidirectional fabrics produced significant stiffness increases compared to the unidirectional fabrics. Finally, this work includes also the results obtained using the transformed section to predict the stiffness increase that the different types of reinforcement analyzed produces. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码：152 / 159
页数：8
相关论文
共 31 条
[1]  
Abdel-Magid B, 1996, P ICCI AR JAN, P54
[2]  
Alam A, 2010, J MAT SCI ENG, V4
[3]   Mechanical repair of timber beams fractured in flexure using bonded-in reinforcements [J].
Alam, Parvez ;
Ansell, Martin P. ;
Smedley, Dave .
COMPOSITES PART B-ENGINEERING, 2009, 40 (02) :95-106
[4]  
Andre A, 2006, P CICE 3 MIAM, P13
[5]  
[Anonymous], 2007, 2012005 CNRDT
[6]  
[Anonymous], 2007, 2002004 CNRDT
[7]  
Biblis E. J., 1965, Forest Products Journal, V15, P81
[8]  
Blass HJ, 2001, WORKING COMMISSION W
[9]   Reinforcement of wood with natural fibers [J].
Borri, A. ;
Corradi, M. ;
Speranzini, E. .
COMPOSITES PART B-ENGINEERING, 2013, 53 :1-8
[10]   A method for flexural reinforcement of old wood beams with CFRP materials [J].
Borri, A ;
Corradi, M ;
Grazini, A .
COMPOSITES PART B-ENGINEERING, 2005, 36 (02) :143-153
1234