Strength of Circular Concrete Columns Reinforced with FRP Bars and Spirals

被引:3
作者
Vanagas, Egidijus [1 ]
Kliukas, Romualdas [1 ]
Lukoseviciene, Ona [1 ]
机构
[1] Vilnius Gediminas Tech Univ, Dept Strength Mat & Engn Mech, Vilnius, Lithuania
来源
MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES | 2017年 / 172卷
关键词
Circular cross section; conrete columns; FRP reinforcement; Spirals;
D O I
10.1016/j.proeng.2017.02.143
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Circular cross section reinforced concrete columns are often used in structures of buildings, ports or bridges. Generally, for the installment of these constructions metal/steel reinforcement is being used. Corrosion of steel reinforcement is the main and one of the biggest problems reducing the durability of these structures and it is a reason of fragile disintegration of these structures. In the current period, the composite reinforcement is an alternative material for the production of reinforced concrete structures the mechanical characteristics of which are equal to or even better in comparison of the commonly used steel reinforcement characteristics, including tensile strength and resistance to corrosion at the extremely aggressive environment. Due to the lack of the researches, many design standards do not indicate or recommend the use of composite reinforcement in compressive elements or flexural elements in compressed zones. This article analyzes the possibilities of the use of composite reinforcement in axially crushed circular cross section columns. (C) 2017 Published by Elsevier Ltd.
引用
收藏
页码:1220 / 1226
页数:7
相关论文
共 10 条
[1]  
Afifi M.Z., 2013, J COMPOSITE IN PRESS
[2]  
Afifi M. Z., 2013, J COMPOSITE IN PRESS
[3]  
[Anonymous], 2006, 4401R06 ACI
[4]  
[Anonymous], 440 ACI
[5]  
[Anonymous], 2008, 318 ACI
[6]  
[Anonymous], 2002, S80602 CANCSA
[7]  
Canadian Standards Association (CSA), CANCSAS606
[8]  
Kudzys A., 1993, INT C HIGH STRENGTH, P259
[9]  
Lithuanian Ministry of Environment, 2004, 112012004 STR LITH M
[10]  
Lithuanian Ministry of Environment, 2004, 205052005 STR LITH M