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contributor authorYi Bao
contributor authorYizheng Chen
contributor authorMatthew S. Hoehler
contributor authorChristopher M. Smith
contributor authorMatthew Bundy
contributor authorGenda Chen
date accessioned2017-12-16T08:59:25Z
date available2017-12-16T08:59:25Z
date issued2017
identifier other%28ASCE%29ST.1943-541X.0001617.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237146
description abstractThis 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.
publisherAmerican Society of Civil Engineers
titleExperimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor Data
typeJournal Paper
journal volume143
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001617
treeJournal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001
contenttypeFulltext


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