A comparative study of continuous beams prestressed with bonded FRP and steel tendons

被引：22

作者：

Lou, Tiejiong ^{[1
]}

Lopes, Sergio M. R. ^{[1
]}

Lopes, Adelino V. ^{[2
]}

机构：

[1] Univ Coimbra, Dept Civil Engn, CEMUC, P-3030788 Coimbra, Portugal

[2] Univ Coimbra, Dept Civil Engn, P-3030788 Coimbra, Portugal

来源：

COMPOSITE STRUCTURES | 2015年 / 124卷

关键词：

Prestressed concrete; Continuous beams; FRP tendons; Finite element analysis; EXTERNAL CFRP TENDONS; CONCRETE BEAMS; MOMENT REDISTRIBUTION; ANCHORAGE; BEHAVIOR; PERFORMANCE; CAPACITY; MODEL; BARS;

D O I：

10.1016/j.compstruct.2015.01.009

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

This paper presents a numerical investigation of the performance of continuous prestressed concrete beams with bonded fiber reinforced polymer (FRP) and steel tendons. A finite element model has been developed and is validated against the available test data. A numerical test is carried out on two-span continuous bonded prestressed concrete beams. Three types of tendons are considered for a comparative study: aramid FRP (AFRP), carbon FRP (CFRP) and prestressing steel. Various levels of omega(p) (reinforcement index of prestressing tendons) are used. The results indicate that, with increasing omega(p), the failure mode of FRP prestressed concrete beams would transit from tendon rupture to concrete crushing while the crushing failure always takes place in steel prestressed concrete beams. Moreover, FRP tendons mobilize significantly different behavior regarding the crack pattern, deformation characteristics and neutral axis depth compared to steel tendons. The moment redistribution at ultimate in AFRP prestressed concrete beams is comparable to that in steel prestressed concrete beams while, at a low omega(p) level, CFRP tendons register obviously lower redistribution than steel tendons. (C) 2015 Elsevier Ltd. All rights reserved.

引用

页码：100 / 110

页数：11

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