@inproceedings{ad11403ae5d743b1ba967373596870fa,
title = "Structural behavior of normal and high-strength reinforced concrete (RC) beams under fire",
abstract = "This paper deals with structural behavior of reinforced concrete beams under fire. The main purpose of this study is to investigate the effect of concrete covers and exposure time to fire on the structural behavior of the beams under high temperature condition. The structural behaviors of RC beams with normal and high strength concrete under high temperature are compared. For this purpose, twenty beam specimens are fabricated and experimented. Twenty specimens are exposed to the fire for 60 and 90 minutes and to the failure. The research result shows that the main variables of the test, concrete cover and exposure time to fire influence the structural behavior.",
keywords = "Fire, Flexural element, High strength concrete, High-temperature, Spalling",
author = "Choi, {Eun Gyu} and Shin, {Yeong Soo} and Lee, {Cha Don}",
year = "2006",
language = "English",
isbn = "9748257177",
series = "Real Structures: Bridges and Tall Buildings - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010",
pages = "799--804",
booktitle = "Real Structures",
note = "10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010 ; Conference date: 03-08-2006 Through 05-08-2006",
}