SP-360: Proceedings of the 16th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRPRCS-16)

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PURCHASE INDIVIDUAL PAPERS

Description

The 16th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRPRCS-16) was organized by ACI Committee 440 (Fiber-Reinforced Polymer Reinforcement) and held on March 23 and 24, 2024, at the ACI Spring 2024 Convention in New Orleans, LA. FRPRCS-16 gathers researchers, practitioners, owners, and manufacturers from the United States and abroad, involved in the use of FRPs as reinforcement for concrete and masonry structures, both for new construction and for strengthening and rehabilitation of existing structures.

FRPRCS is the longest running conference series on the application of FRP in civil construction, commencing in Vancouver, BC, in 1993. FRPRCS has been one of the two official conference series of the International Institute for FRP in Construction (IIFC) since 2018 (the other is the CICE series). These conference series rotate between Europe, Asia, and the Americas, with alternating years between CICE and FRPRCS. The ACI convention has previously cosponsored the FRPRCS symposium in Anaheim (2017), Tampa (2011), Kansas City (2005), and Baltimore (1999).

This Special Publication contains a total of 52 peer-reviewed technical manuscripts from 20 different countries from around the world. Papers are organized in the following topics: (1) FRP Bond and Anchorage in Concrete Structures; (2) Strengthening of Concrete Structures using FRP Systems; (3) FRP Materials, Properties, Tests and Standards; (4) Emerging FRP Systems and Successful Project Applications; (5) FRP-Reinforced Concrete Structures; (6) Advances in FRP Applications in Masonry Structures; (7) Seismic Resistance of FRP-Reinforced/Strengthened Concrete Structures; (8) Behavior of Prestressed Concrete Structures; (9) FRP Use in column Applications; (10) Effect of Extreme Events on FRP-Reinforced/Strengthened Structures; (11) Durability of FRP Systems; and (12) Advanced Analysis of FRP Reinforced Concrete Structures.

The breadth and depth of the knowledge presented in these papers is clear evidence of the maturity of the field of composite materials in civil infrastructure. The ACI Committee 440 is witness to this evolution, with its first published ACI CODE-440.11, “Building Code Requirements for Structural Concrete with Glass Fiber Reinforced Polymer (CFRP) Bars,” published in 2022. A second code document on fiber reinforced polymer for repair and rehabilitation of concrete is under development.

The publication of the sixteenth volume in the symposium series could not have occurred without the support and dedication of many individuals. The editors would like to recognize the authors who diligently submitted their original papers; the reviewers, many of them members of ACI Committee 440, who provided critical review and direction to improve these papers; ACI editorial staff who guided the publication process; and the support of the American Concrete Institute (ACI) and the International Institute for FRP in Construction (IIFC) during the many months of preparation for the Symposium.

Document Details

Author: ACI Committee 440

Pages: 826

ISBN: 9781641952439

Formats: Protected PDF/Web View

Table of Contents

SP-360-1:

Proposed Design Method for EB-FRP Ties Debond Strain Encompassing Short/Long and Thin/Thick Ties

Authors: Junrui Zhang, Enrique del Rey Castillo, Ravi Kanitkar, Aniket D Borwankar, and Ramprasath R

1-20

SP-360-2:

Review and Analysis of FRP Bond Lengths from Pull-out Testing Database with Reduced Embedment Lengths

Author: John Myers

21-35

SP-360-3:

Evaluation of the Bond Performance of Concrete-Epoxy Interface Using Segmentation-Based Image Processing Techniques

Authors: Abubakar S. Ishaq, Maria M. Lopez, Charles E. Bakis, and Yoseok Jeong

36-49

SP-360-4:

Behavior of Partially Bonded GFRP-Reinforced Concrete Beams

Authors: Ali Alatify and Yail Kim

50-63

SP-360-5:

Bond Performance of CFRP-Concrete Joints Subjected to Freeze-Thaw Cycles: Experimental Study and Analytical Analysis

Authors: Ahmed Kallel, Radhouane Masmoudi, Benoit Bissonnette, and Marcelin Joanis

64-79

SP-360-6:

Model Uncertainty in Reliability Analysis of FRP-to-Concrete Bond with Grooves

Authors: Zhao Wang and Baolin Wan

80-95

SP-360-7:

Fracture Energy of GFRP-Concrete Bonded Interface after Sustained Loading in Natural Environments

Authors: Jaeha Lee, Kivanc Artun, Charles E. Bakis, Maria M. Lopez, and Thomas E. Boothby

96-105

SP-360-8:

Data-Driven Prediction of The Bond Coefficient Between Fibre-Reinforced Polymer (FRP) Bars and Concrete

Authors: Nadia Nassif, M. Talha Junaid, Salah Altoubat, Mohamed Maalej, and Samer Barakat

106-121

SP-360-9:

Effectiveness of Using Dowelled GFRP Bars to Repair Reinforced Concrete Bridge Barriers

Authors: Juan Torres Acosta and Douglas Tomlinson

122-140

SP-360-10:

A New Bond Model for RC Beams Strengthened with Embedded Through-Section Method

Authors: Sara Mirzabagheri, Andrew Kevin, Kenneth Doyle, Amir Mofidi, and Omar Chaallal

141-155

SP-360-11:

Shear Behavior of 60-Year-Old Bridge Girder Strengthened Using CFRP Sheets

Authors: Mohamed Ahmed, Slimane Metiche, Radhouane Masmoudi, Richard Gagne, and Jean- Philippe Charron

156-178

SP-360-12:

Assessment of the Existing Shear Resistance Models for RC Beams Strengthened with Near Surface-Mounted FRP Reinforcement

Authors: Amirhossein Mohammadi, Joaquim A.O. Barros, José Sena-Cruz, and Salvador J.E. Dias

179-193

SP-360-13:

Physical and Mechanical Properties of Helical Wrap GFRP Bars for Reinforcing Concrete Structures

Authors: Girish Narayan Prajapati, Shehab Mehany, Wenxue Chen, and Brahim Benmokrane

194-211

SP-360-14:

Interface Shear Transfer Mechanism with GFRP Bars Reinforcement

Authors: Camilo Vega, Abdeldjelil Belarbi, and Antonio Nanni

212-224

SP-360-15:

An Effective Simple Fixture for Testing GFRP Rebars in Compression

Authors: Alireza Sadat Hosseini and Pedram Sadeghian

225-241

SP-360-16:

Exploring Strength of Straight and Bent GFRP Bars: Refinements to CSA S807:19 Annex E

Authors: Ahmed Khalil, Rami A. Hawileh, and Mousa Attom

242-253

SP-360-17:

Convertible Bond Test Apparatus for EB FRP, NSM FRP, FRCM, and Allied Systems: Proof of Concept

Author: Faisal Mukhtar

254-273

SP-360-18:

Numerical Design Optimization of a New Hybrid-Utility Pole

Authors: Mohamed Bouabidi, Slimane Metiche, and Radhouane Masmoudi

274-289

SP-360-19:

A Novel VOC-Free Epoxy System for High Modulus Glass Fiber Reinforced Polymer Rebar

Authors: Huifeng Qian and Wendell Harriman II

290-298

SP-360-20:

Monitoring of RC Beams Using Smart FRP Bonded Material

Authors: Emmanuel Ferrier, Laurent Michel, and Andrea Armonico

299-317

SP-360-21:

Assessment of the Flexural Bond Stresses of New Generation GFRP Bars

Authors: Jesús D. Ortiz, Zahid Hussain, Seyed-Arman Hosseini, Brahim Benmokrane, and Antonio Nanni

318-329

SP-360-22:

Evaluation of ACI 440.11 Shear Strength Provisions for Members without Stirrups

Authors: Stephanie L. Walkup, Eric S. Musselman, Shawn P. Gross, and Hannah Kalamarides

330-348

SP-360-23:

Structural and Deformational Behavior of Flexural Concrete Beams Reinforced with GFRP and BFRP Rebars

Authors: Raphael Kampmann, Tim Rauert, Niklas Pelka, and Bastian Franzenburg

349-368

SP-360-24:

Open Issues on the Structural Performances of Concrete Beams Reinforced with FRP (Fiber Reinforced Polymers) Rebars

Authors: Maria Antonietta Aiello and Luciano Ombres

369-382

SP-360-25:

Experimental Efficiency of FRP Bars as Injected Anchors for Masonry Structures

Authors: Francesca Ceroni, Alberto Balsamo, and Marco Di Ludovico

383-394

SP-360-26:

Out-of-Plane Strengthening of Masonry Walls with Inorganic Composites

Authors: Marta Del Zoppo, Marco Di Ludovico, Alberto Balsamo, and Andrea Prota

395-402

SP-360-27:

Discontinuous FRCM-Confinement of Masonry Columns

Authors: Alessio Cascardi, Salvatore Verre, and Luciano Ombres

403-412

SP-360-28:

Use of CFRP Rebars as Retrofitting System for Masonry Panels

Authors: F. Ferretti, A. R. Tilocca, A. Incerti, S. Barattucci, and M. Savoia

413-422

SP-360-29:

Modeling Cyclic Response of CFRP Strengthened Fiber Anchored RC Frame Members to Failure

Authors: Salman Alshamrani, Sama Mohammed Saleem, Hayder A. Rasheed, and Fahed H. Salahat

423-441

SP-360-30:

A Comparative Analysis of GFRP- and Steel-RC Columns under Combined Shear, Flexure, and Torsion Loads

Authors: Yasser M. Selmy and Ehab F. El-Salakawy

442-461

SP-360-31:

Seismic Strengthening of RC Beam-Column Joints with FRP Systems Applicable from the Exterior of the Building

Authors: Ciro Del Vecchio, Marco Di Ludovico, Alberto Balsamo, and Andrea Prota

462-473

SP-360-32:

Numerical Investigation and Experimental Plan on Seismic Performance of Carbon Fiber-Reinforced Polymer-Reinforced Concrete Columns

Authors: Chaoran Liu, Ligang Qi, Ying Zhou, Guowen Xu, Yan Yang, Zhiheng Li, and Yiqiu Lu

474-490

SP-360-33:

Deflection Behavior of Beams Prestressed with Bonded FRP Tendons

Authors: Wassim Nasreddine, Peter H. Bischoff, and Hani Nassif

491-510

SP-360-34:

Flexural Behavior of Concrete Beams Prestressed with Hybrid Tendons

Authors: Adi Obeidah and Hani Nassif

511-529

SP-360-35:

Application of FRP in the Rehabilitation of Prestressed Concrete Girder Bridges

Authors: Ramin Rameshni, Reza Sadjadi, and Melanie Knowles

530-547

SP-360-36:

The Performance of Prestressed Carbon Fibre Reinforced Polymer (CFRP) Bridge Tendons after 18 Years in Service

Authors: Alexandra Boloux, Luke Bisby, Valentin Ott, and Giovanni P. Terrasi

548-562

SP-360-37:

Biaxial Interaction Diagrams of Elliptical Concrete Column Sections Reinforced with GFRP Bars

Authors: Ahmad Ghadban and Hayder A. Rasheed

563-581

SP-360-38:

Stress-Strain Model of Concrete Confined by FRP Laminate and Spike Anchors

Authors: Zhibin Li, Enrique del Rey Castillo, Richard S. Henry, Kent A. Harries, and Tongyue Zhang

582-601

SP-360-39:

Failure Characterization of GFRP-Reinforced Concrete Walls

Authors: Ju-Hyung Kim and Yail J. Kim

602-611

SP-360-40:

Experimental Assessment of Large-Scale FRP-Strengthened RC Shear Controlled Walls Subjected to Cyclic Loads

Authors: Lin S-H, Kim I, Borwankar A, Kanitkar R, Hagen G, and Shapack G

612-627

SP-360-41:

Evaluation of Hysteretic Energy and Damping Capacity of GFRP-RC Columns Under Cyclic Loading

Authors: Yasser M. Selmy, Amr E. Abdallah, and Ehab F. El-Salakawy

628-647

SP-360-42:

PBO FRCM Composite System Exposed to Elevated Temperatures: Experimental and Theoretical Investigations

Authors: Luciano Ombres, Pietro Mazzuca, Alfredo Micieli, and Francesco Campolongo

648-662

SP-360-43:

Seismic Performance of Concrete Beam-Column Joints Reinforced with Carbon Fiber-Reinforced Polymer (CFRP) Bars and Stirrups

Authors: Ligang Qi, Guohua Cen, Chaoran Liu, Ying Zhou, Guowen Xu, Yan Yang, Zhiheng Li, and Yiqiu Lu

663-677

SP-360-44:

Freeze-Thaw Durability of GFRP and BFRP Rebars

Authors: Raphael Kampmann, Carolin Martens, Srichand Telikapalli, and Alvaro Ruiz Emparanza

678-690

SP-360-45:

Assessment of Crack Spacing and Crack Width Formulations in RC Elements Externally Strengthened with FRP Materials

Authors: Francesca Ceroni, Cristina Barris, and Alejandro Perez Caldentey

691-708

SP-360-46:

Quasi-Static and Fatigue Behavior of GFRP Bars Embedded in Concrete: A Comparison Between Pull-Out Tests and Flexural Tests of Slabs

Authors: Charles Tucker Cope III, Mohammod Minhajur Rahman, Francesco Focacci, Tommaso D’Antino, Iman Abavisani, and Christian Carloni

709-728

SP-360-47:

Fatigue Performance of Real-Scale Precast GFRP Reinforced Lightweight Concrete Arches

Authors: Bartosz Piątek and Tomasz Siwowski

729-743

SP-360-48:

Fatigue Behavior of CFRP Sheets Attached to Concrete Surface by Using EBROG Strengthening Method

Authors: Mehdi Khorasani, Giovanni Muciaccia, and Davood Mostofinejad

744-758

SP-360-49:

Analysis of Concrete Deep Beams with Fibre-Reinforced Polymer (FRP) Bars by Indeterminate Strut-and-Tie (IST) Method

Authors: Shuqing Liu and Maria Anna Polak

759-770

SP-360-50:

Effect of Weathering Exposure Time on the Flexural Behavior of FRP Strengthened RC Beams

Authors: Haitham A. Ibrahim, Mohamed F. M. Fahmy, and Seyed Saman Khedmatgozar Dolati

771-790

SP-360-51:

Finite Element Analysis of the Interface between FRP and Concrete

Authors: Todor Zhelyazov, Eythor Rafn Thorhallsson, and Jonas Thor Snaebjornsson

791-803

SP-360-52:

A Review of Strut-and-Tie Models for FRP Reinforced Deep Beams

Authors: Taylor J. Brodbeck, Giorgio T. Proestos, and Rudolf Seracino

804-814

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