Experimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor DataSource: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001Author:Yi Bao
,
Yizheng Chen
,
Matthew S. Hoehler
,
Christopher M. Smith
,
Matthew Bundy
,
Genda Chen
DOI: 10.1061/(ASCE)ST.1943-541X.0001617Publisher: American Society of Civil Engineers
Abstract: This paper presents high temperature measurements using a Brillouin scattering-based fiber optic sensor and the application of the measured temperatures and building code recommended material parameters into enhanced thermomechanical analysis of simply supported steel beams subjected to combined thermal and mechanical loading. The distributed temperature sensor captures detailed, nonuniform temperature distributions that are compared locally with thermocouple measurements with less than 4.7% average difference at 95% confidence level. The simulated strains and deflections are validated using measurements from a second distributed fiber optic (strain) sensor and two linear potentiometers, respectively. The results demonstrate that the temperature-dependent material properties specified in the four investigated building codes lead to strain predictions with less than 13% average error at 95% confidence level and that the Europe building code provided the best predictions. However, the implicit consideration of creep in Europe is insufficient when the beam temperature exceeds 800°C.
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contributor author | Yi Bao | |
contributor author | Yizheng Chen | |
contributor author | Matthew S. Hoehler | |
contributor author | Christopher M. Smith | |
contributor author | Matthew Bundy | |
contributor author | Genda Chen | |
date accessioned | 2017-12-16T08:59:25Z | |
date available | 2017-12-16T08:59:25Z | |
date issued | 2017 | |
identifier other | %28ASCE%29ST.1943-541X.0001617.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4237146 | |
description abstract | This paper presents high temperature measurements using a Brillouin scattering-based fiber optic sensor and the application of the measured temperatures and building code recommended material parameters into enhanced thermomechanical analysis of simply supported steel beams subjected to combined thermal and mechanical loading. The distributed temperature sensor captures detailed, nonuniform temperature distributions that are compared locally with thermocouple measurements with less than 4.7% average difference at 95% confidence level. The simulated strains and deflections are validated using measurements from a second distributed fiber optic (strain) sensor and two linear potentiometers, respectively. The results demonstrate that the temperature-dependent material properties specified in the four investigated building codes lead to strain predictions with less than 13% average error at 95% confidence level and that the Europe building code provided the best predictions. However, the implicit consideration of creep in Europe is insufficient when the beam temperature exceeds 800°C. | |
publisher | American Society of Civil Engineers | |
title | Experimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor Data | |
type | Journal Paper | |
journal volume | 143 | |
journal issue | 1 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)ST.1943-541X.0001617 | |
tree | Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001 | |
contenttype | Fulltext |