| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4911776 | Composite Structures | 2017 | 12 Pages |
Abstract
The employed approach allowed to accurately estimate the collapse load of the arches strengthened with FRP material, while the collapse loads of the arches strengthened with FRCM materials evaluated based on the results of the double shear tests underestimate the failure loads of the arches.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Valerio Alecci, Francesco Focacci, Luisa Rovero, Gianfranco Stipo, Mario De Stefano,