4.7 Article

Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels

Journal

COMPOSITE STRUCTURES
Volume 74, Issue 3, Pages 277-288

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compstruct.2005.04.012

Keywords

hollow brick masonry; FRP reinforcement; non-linear sbear behaviour; finite element modelling; homogenization

Ask authors/readers for more resources

The paper presents different finite element modelling approaches. developed with a commercial software, for the analysis of the behaviour of unreinforced and FRP strengthened masonry walls when their are subjected to a predominant shear load. Three models are analyzed, having different complexity levels. These models are used for the simulation of diagonal compression tests on masonry panels. The numerical simulations are compared with experimental results and the reliability of the different finite element models is discussed. (c) 2005 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available