Load carrying capacity of 2D FRP/strengthened masonry structures

被引：81

作者：

Ascione, L ^{[1
]}

Feo, L ^{[1
]}

Fraternali, F ^{[1
]}

机构：

[1] Univ Salerno, Dept Civil Engn, I-84084 Fisciano, SA, Italy

来源：

COMPOSITES PART B-ENGINEERING | 2005年 / 36卷 / 08期

关键词：

delamination; masonry;

D O I：

10.1016/j.compositesb.2004.12.004

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

An adaptive discontinuous finite element model is formulated for limit analysis of masonry structures strengthened by fiber composites. The model is able to predict the effects of fracture damage and delamination on the load carrying capacity of the reinforced structures. A numerical investigation on the collapse mechanisms of masonry structures under plain strain/stress is presented, accounting for different mechanical properties of FRP-masonry interface and different placements of the reinforcement in the masonry structures. (c) 2005 Elsevier Ltd. All rights reserved.

引用

页码：619 / 626

页数：8

共 22 条

[1] Modeling of composite/concrete interface of RC beams strengthened with composite laminates [J].