Strengthening of RC Members Using Near-Surface Mounted FRP Composites: Design Overview

Author:

Parretti Renato1,Nanni Antonio2

Affiliation:

1. Co-Force America, Inc., 800 West 14 Street, Rolla, MO 65401, USA

2. Jones Professor of Civil Engineering, University of Missouri-Rolla, 224 Engineering Research Lab, 1870 Miner Circle, Rolla, MO 65409-0710, USA

Abstract

Strengthening of reinforced and prestressed concrete (RC and PC) members using externally bonded FRP laminates is today a well-accepted technology that is becoming popular among designers and contractors. Near-surface mounted (NSM) FRP reinforcement represents an alternative way to improve flexural and shear performance of concrete structures. In some instance, it is the only suitable technology that can be efficiently applied, for example, when upgrading beam-column joints or for flexural strengthening of compression members. In this paper, bond related issues, flexural and shear design recommendations, and design examples are presented. The paper is an attempt to provide designers with a comprehensive protocol for the rational implementation of NSM technology.

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. ACI Committee 318 (1999). Building Code Requirements for Structural Concrete (ACI 318–99) and Commentary (ACI 318R-99), American Concrete Institute, Farmington Hills, Michigan, 391 pp.

2. ACI Committee 440 (2002). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02), American Concrete Institute, Farmington Hills, Michigan, 45 pp.

3. ACI Committee 440 (2003). Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-03), American Concrete Institute, Farmington Hills, Michigan, 42 pp.

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