@inproceedings{883f36b6ac9444bdb6830ec12af4d895,
title = "Flexural strength of externally reinforced concrete beams",
abstract = "Results from tests of one rectangular and one T-beam are reported. The beams were strengthened by epoxy-bonding a 1/4 in. (6 mm) thick Glass Fiber Reinforced Plastic plate along the tension face. It is shown that the nominal load carrying capacity of the beams was significantly increased. The parametric study presented indicates that the method is most effective when applied to beams with low flexural steel reinforcement ratios.",
author = "Hamid Saadatmanesh and Ehsani, {Mohammad R.}",
year = "1990",
language = "English (US)",
isbn = "0872627772",
series = "Serv Durability Constr Mater Proc First Mater Eng Congr",
publisher = "Publ by ASCE",
pages = "1152--1161",
booktitle = "Serv Durability Constr Mater Proc First Mater Eng Congr",
note = "Serviceability and Durability of Construction Materials - Proceedings of the First Materials Engineering Congress Part 1 (of 2) ; Conference date: 13-08-1990 Through 15-08-1990",
}