Materials 2012, 5(11), 2055-2068; doi:10.3390/ma5112055
Article

Concrete Open-Wall Systems Wrapped with FRP under Torsional Loads

* email, email and email
Received: 24 September 2012; in revised form: 18 October 2012 / Accepted: 19 October 2012 / Published: 25 October 2012
(This article belongs to the Special Issue Innovative Materials in Civil Constructions)
Download PDF [247 KB, updated 26 October 2012; original version uploaded 25 October 2012]
Abstract: The static behavior of reinforced concrete (RC) beams plated with layers of fiber-reinforced composite material (FRP) is widely investigated in current literature, which deals with both its numerical modeling as well as experiments. Scientific interest in this topic is explained by the increasing widespread use of composite materials in retrofitting techniques, as well as the consolidation and upgrading of existing reinforced concrete elements to new service conditions. The effectiveness of these techniques is typically influenced by the debonding of the FRP at the interface with concrete, where the transfer of stresses occurs from one element (RC member) to the other (FRP strengthening). In fact, the activation of the well-known premature failure modes can be regarded as a consequence of high peak values of the interfacial interactions. Until now, typical applications of FRP structural plating have included cases of flexural or shear-flexural strengthening. Within this context, the present study aims at extending the investigation to the case of wall-systems with open cross-section under torsional loads. It includes the results of some numerical analyses carried out by means of a finite element approximation.
Keywords: structural plating; FRP; torsional loads
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Export to BibTeX |
EndNote


MDPI and ACS Style

Mancusi, G.; Feo, L.; Berardi, V.P. Concrete Open-Wall Systems Wrapped with FRP under Torsional Loads. Materials 2012, 5, 2055-2068.

AMA Style

Mancusi G, Feo L, Berardi VP. Concrete Open-Wall Systems Wrapped with FRP under Torsional Loads. Materials. 2012; 5(11):2055-2068.

Chicago/Turabian Style

Mancusi, Geminiano; Feo, Luciano; Berardi, Valentino P. 2012. "Concrete Open-Wall Systems Wrapped with FRP under Torsional Loads." Materials 5, no. 11: 2055-2068.


Materials EISSN 1996-1944 Published by MDPI AG, Basel, Switzerland RSS E-Mail Table of Contents Alert