Numerical analysis of square reinforced concrete plates strengthened by fiber-reinforced plastics with various patterns

被引：10

作者：

Lesmana, Cindrawaty ^{[1
]}

Hu, Hsuan-Teh ^{[1
]}

Lin, Fu-Ming ^{[1
]}

Huang, Nan-Ming ^{[1
]}

机构：

[1] Natl Cheng Kung Univ, Dept Civil Engn, Tainan 701, Taiwan

来源：

COMPOSITES PART B-ENGINEERING | 2013年 / 55卷

关键词：

Plates; Finite element analysis; Laminates; COMPOSITE-MATERIALS; NONLINEAR-ANALYSIS; RC BEAMS; BEHAVIOR; INTERFACE; POLYMER; SLABS;

D O I：

10.1016/j.compositesb.2013.06.021

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Abaqus finite element program is employed to analyze the ultimate load capacities of square reinforced concrete plates strengthened by fiber-reinforced plastics. Appropriate constitutive models are introduced and validated to stimulate nonlinear material behavior of reinforced concrete and fiber-reinforced plastics. The influences of FRP reinforcement, steel reinforcement, and concrete properties on the ultimate strengths of the reinforced concrete plates are investigated. Finally, based on the numerical results, empirical equations are proposed to predict increment of ultimate load capacities of the square reinforced concrete plates strengthened by fiber-reinforced plastics, which would be useful for practical engineering applications. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：247 / 262

页数：16

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