Open Access
Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures
Charles E. Bakis,Damian I. Kachlakev,Morris Schupack,P. N. Balaguru,Duane J. Gee,Vistasp M. Karbhari,David Scott,Craig A. Ballinger,T. Russell Gentry,Howard S. Kliger,Rajan Sen,Lawrence C. Bank,Arie Gerritse,James G. Korff,Mohsen Shahawy,Karl Gillette,Michael W. Lee,Carol K. Shield,Brahim Benmokrane,William J. Gold,Ibrahim M. Mahfouz,Khaled Soudki,Gregg J. Blaszak,Charles H. Goodspeed,Henry N. Marsh,R. Taerwe,Gordon L. Brown,F. Grace,Orange S. Marshall,Vicki L. Brown,Mark F. Green,Houssam Toutanji,Thomas I. Campbell,Mark E. Greenwood,Ayman Mosallam,Taketo Uomoto,Charles W. Dolan,Doug D. Gremel,Antoine E. Naaman,Miroslav Vadovic,Michael S. Guglielmo,Antonio Nanni,David R. Vanderpool,Rami M. Elhassan,Issam E. Harik,Kenneth W. Neale,Milan Vatovec,Salem S. Faza,Mark P. Henderson,Stephanie L. Walkup,Edward R. Fyfe,Bohdan N. Horeczko,Max L. Porter,David White,David M. Gale,Srinivasa L. Iyer,Sami H. Rizkalla,John P. Busel +57 more
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TLDR
The Emerging Technology Series as mentioned in this paper is a series of information and recommendations based on available test data, technical reports, limited experience with field applications, and the opinions of committee members, with a focus on the development and appropriate use of new and emerging technologies.Abstract:
*Co-chairs of the subcommittee that prepared this document. Note: The committee acknowledges the contribution of associate member Paul Kelley. ACI encourages the development and appropriate use of new and emerging technologies through the publication of the Emerging Technology Series. This series presents information and recommendations based on available test data, technical reports, limited experience with field applications, and the opinions of committee members. The presented information and recommendations, and their basis, may be less fully developed and tested than those for more mature technologies. This report identifies areas in which information is believed to be less fully developed, and describes research needs. The professional using this document should understand the limitations of this document and exercise judgment as to the appropriate application of this emerging technology.read more
Citations
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Journal ArticleDOI
A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties
TL;DR: In this article, the authors discuss the development of the advanced polymer composite material applications in the building and civil/structural infrastructure over the past three to four decades and highlight the important in-service research areas which are necessary to improve the understanding of the behavior of FRP materials and FRP structural components.
Journal ArticleDOI
Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures
L. De Lorenzis,Jinguang Teng +1 more
TL;DR: In this article, the authors provide a critical review of existing research in this area, identifies gaps of knowledge, and outlines directions for further research, including the optimization of construction details, models for the bond behaviour between NSM fiber-reinforced polymer (FRP) and concrete, reliable design methods for flexural and shear strengthening, and the maximization of the advantages of this technique.
Journal ArticleDOI
Refinement of a design-oriented stress-strain model for FRP-confined concrete
TL;DR: More accurate expressions for the ultimate axial strain and the compressive strength are proposed for use in this model in this paper, which can be easily incorporated into Lam and Teng's model for more accurate predictions.
Journal ArticleDOI
Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites
TL;DR: A review of the progress achieved in this area regarding applications to both reinforced concrete and steel members is provided in this paper, where the potential of brittle debonding failures is considered in the design process.
Journal ArticleDOI
Stress-strain model for concrete confined by FRP composites
TL;DR: In this article, a stress-strain model for concrete confined by fiber reinforced polymer (FRP) composites is developed, based on the results of a comprehensive experimental program including large-scale circular, square and rectangular short columns confined by carbon/epoxy and E-glass/polyethylene (E-glass) jackets providing a wide range of confinement ratios.
References
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Journal ArticleDOI
FRPs for structural rehabilitation: a survey of recent progress
TL;DR: Fibre reinforced polymers (FRP) are rapidly being introduced into a wide variety of civil engineering applications and have been found to be particularly attractive for applications involving the strengthening and rehabilitation of existing structures as discussed by the authors.
Journal ArticleDOI
Fiber-Reinforced Polymer Retrofitting of Rectangular Reinforced Concrete Columns with or without Corrosion
TL;DR: In this article, the effect of important parameters of seismic retrofit with fiber-reinforced polymer (FRP) wraps, as well as effects of reinforcing bar corrosion on the effectiveness of the retrofitting was investigated.
Book ChapterDOI
Effects of Stress Ratio, Frequency, and Loading Time on the Tensile Fatigue of Glass-Reinforced Epoxy
JF Mandell,U Meier +1 more
Proceedings Article
Shear reinforcing effect of carbon fiber sheet attached to side of reinforced concrete beams
TL;DR: In this article, the authors clarified the shear reinforcing effect of carbon fiber sheet (CFS) attached to side of reinforced concrete beams without and with stirrup Experimental parameters are location and amount of CFS and the amount of stirrup CFS increased significantly shear strength of the specimens Especially CFS attached to three faces of the beam (side-bottom-side) was effective Failure mode with delamination of the CFS along a shear crack was observed for specimens without stirrup
Journal ArticleDOI
Flexural strengthening of prestressed bridge slabs with frp systems
Tarek K. Hassan,Sami H. Rizkalla +1 more
TL;DR: In this article, the applicability of a nonlinear finite element analysis of post-tensioned bridge slabs strengthened with near surface mounted fiber reinforced polymer reinforcement is enumerated, based on a half scale model of a prestressed concrete bridge.
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