@inproceedings{4f8392c746bf46c2bc66c1190af5fb03,
title = "Flexural behavior of masonry walls strengthened with composite fabrics",
abstract = "A new approach for seismic retrofitting of unreinforced masonry structures is presented. Results from flexural tests of six masonry beams are reported. The beams were strengthened by epoxying a composite fabric to their tension face. The variables studied include the type of epoxy, fabric, mortar, brick, and the finished surface of the wall. It is shown that both the strength and ductility of the beams were significantly improved. When a sufficient amount of fabric is used to prevent its premature tension failure, the integrity of the beam is maintained until the beam fails by reaching the compressive strength of the masonry.",
keywords = "Composite materials, Ductility, Earthquake resistant structures, Epoxy resins, Fabric, Flexural strength, Masonry, Repairs, Strength",
author = "Ehsani, {M. R.} and H. Saadatmanesh and Abdelghany, {I. H.} and W. Elkafrawy",
note = "Funding Information: Funding for this project has been provided under the National Science Foundation Grant No. BCS-9201110, Dr. C.S. Liu Program Director. This support is gratefully acknowledged. However, the views expressed in this paper are those of the writers and do not necessarily represent the views of the sponsor. Publisher Copyright: {\textcopyright} 1993 American Concrete Institute. All rights reserved.; 1993 International Symposium on Fiber-Reinforced-Plastic Reinforcement for Concrete Structures ; Conference date: 28-03-1993 Through 31-03-1993",
year = "1993",
month = sep,
day = "1",
language = "English (US)",
series = "American Concrete Institute, ACI Special Publication",
publisher = "American Concrete Institute",
pages = "497--507",
editor = "Antonio Nanni and Dolan, {Charles W.}",
booktitle = "Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium",
address = "United States",
}