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ACI PRC-549.6-20 : Guide to design and construction of externally bonded fabric-reinforced cementitious matrix (FRCM) and steel-reinforced grout (SRG) systems for repair and strengthening masonry structures

Authors:

  • Gianmarco de Felice,
  • Christian Carloni,
  • Antonio Nanni,
  • Paolo Casadei,
  • Maria Antonietta Aiello,
  • Marco Corradi,
  • Stefano De Santis,
  • Arkadiusz Kwiecień,
  • Gian Piero Lignola,
  • Marialaura Malena,
  • Claudio Mazzotti,
  • Andrea Prota,
  • Maria Rosa Valluzzi,
  • A. Bellini,
  • A. Cascardi,
  • G. Castori,
  • M. Di Ludovico,
  • H. Hadad,
  • P. Meriggi,
  • C. Papanicolaou,
  • G. Thermou,
  • G. Tomaselli

Abstract

This guide addresses the use of externally bonded (EB) fabric-reinforced cementitious matrix (FRCM) and steel-reinforced grout (SRG) systems for repair and strengthening of masonry structures. FRCM and SRG are composite materials composed of a reinforcement in the form of open fabric bonded on the masonry surface through an inorganic matrix. In particular, the structural reinforcement for FRCM consists of an open grid fabric of continuous fibers made of carbon, alkali-resistant (AR) glass, polyparaphenylene benzobisoxazole (PBO), aramid, or basalt fibers, while SRG systems use steel cords of twisted wires arranged to form a unidirectional fabric. The matrixes are typically based on combinations of portland cement, silica fume, and fly ash as the binder (cement-based), or on natural hydraulic lime (lime-based), or even on geopolymer (geopolymer-based). FRCM and SRG systems represent an alternative to traditional strengthening techniques such as steel tie rods, section enlargement, or even fiber-reinforced polymer (FRP) systems. FRCM and SRG systems can be used for various structural purposes—for example, they are used to: 1) increase the loadbearing capacity of structural members; 2) improve the seismic capacity of buildings; 3) counteract specific incipient or already developed damage; 4) limit opening of cracks; and 5) strengthen local weaknesses. Based on experimental research, analytical work, and field applications, this guide provides the recommendations for the design and structural evaluation of FRCM and SRG systems according to both American and European existing regulations and guidelines.

Metrics

Record ID
CUTfee89dc835a74acb8725af439d09e57f
Book type
Other
Book categories
professional book; reviewed work
Author
Gianmarco de Felice Gianmarco de Felice,, Undefined Affiliation
Christian Carloni Christian Carloni,, Undefined Affiliation
Antonio Nanni Antonio Nanni,, Undefined Affiliation
Paolo Casadei Paolo Casadei,, Undefined Affiliation
Maria Antonietta Aiello Maria Antonietta Aiello,, Undefined Affiliation
Marco Corradi Marco Corradi,, Undefined Affiliation
Stefano De Santis Stefano De Santis,, Undefined Affiliation
Gian Piero Lignola Gian Piero Lignola,, Undefined Affiliation
Marialaura Malena Marialaura Malena,, Undefined Affiliation
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Publisher name (outside publisher list)
American Concrete Institute
Publishing place (Publisher address)
Farmington Hills
Pages
162
ISBN
978-1-64195-120-3
Issue year
2020
Other elements of collation
Oznaczenie streszczenia - Streszcz. ang.
Substantive notes
Rodzaj publikacji: raport
Keywords in English
composites, confinement, earthquake-resistant, fabric-reinforced cementitious matrix, lap splices, mortar matrix, steel-reinforced grout, structural analysis, structural design, guide to design, externally bonded, FRCM, SRG, masonry
DOI
Go to the document by digital ID DOI:10.13140/RG.2.2.17929.26721 Opening in a new tab
URL
https://www.concrete.org/store/productdetail.aspx?ItemID=549620 Opening in a new tab
Language
eng (en) English
Score (nominal)
0

Cite


Uniform Resource Identifier
https://cris.pk.edu.pl/info/book/CUTfee89dc835a74acb8725af439d09e57f/
URN
urn:pkr-prod:CUTfee89dc835a74acb8725af439d09e57f

* presented citation count is obtained through Internet information analysis, and it is close to the number calculated by the Publish or PerishOpening in a new tab system.


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