Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 Fire

In the past three decades, one-dimensional (1-D) thermal model was usually used to estimate the thermal responses of glass fiber-reinforced polymer (GFRP) materials and structures. However, the temperature gradient and mechanical degradation of whole cross sections cannot be accurately evaluated. To...

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Main Authors: Ding Teng, Wang Lu, Liu Weiqing
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/24/matecconf_acem2019_02002.pdf
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spelling doaj-9ddfde73c5bb47efa3e2688cddc698c72021-04-02T09:57:52ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012750200210.1051/matecconf/201927502002matecconf_acem2019_02002Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 FireDing Teng0Wang Lu1Liu Weiqing2College of Civil Engineering, Nanjing Tech UniversityCollege of Civil Engineering, Nanjing Tech UniversityCollege of Civil Engineering, Nanjing Tech UniversityIn the past three decades, one-dimensional (1-D) thermal model was usually used to estimate the thermal responses of glass fiber-reinforced polymer (GFRP) materials and structures. However, the temperature gradient and mechanical degradation of whole cross sections cannot be accurately evaluated. To address this issue, a two-dimensional (2-D) thermo-mechanical model was developed predict the thermal and mechanical responses of rectangular GFRP tubes subjected to one-side ISO-834 fire exposure in this paper. The 2-D governing heat transfer equations with thermal boundary conditions, discretized by alternating direction implicit (ADI) method, were solved by Gauss-Seidel iterative approach. Then the temperature-dependent mechanical responses were obtained by considering the elastic modulus degradation from glass transition and decomposition of resin. The temperatures of available experimental results can be reasonably predicted. This model can also be extended to simulate the thermo-mechanical responses of beams and columns subjected to multi-side fire loading, which may occur in real fire scenarios.https://www.matec-conferences.org/articles/matecconf/pdf/2019/24/matecconf_acem2019_02002.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Ding Teng
Wang Lu
Liu Weiqing
spellingShingle Ding Teng
Wang Lu
Liu Weiqing
Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 Fire
MATEC Web of Conferences
author_facet Ding Teng
Wang Lu
Liu Weiqing
author_sort Ding Teng
title Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 Fire
title_short Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 Fire
title_full Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 Fire
title_fullStr Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 Fire
title_full_unstemmed Two-dimensional Modelling of Thermal Responses of GFRP Profiles Exposed to ISO-834 Fire
title_sort two-dimensional modelling of thermal responses of gfrp profiles exposed to iso-834 fire
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description In the past three decades, one-dimensional (1-D) thermal model was usually used to estimate the thermal responses of glass fiber-reinforced polymer (GFRP) materials and structures. However, the temperature gradient and mechanical degradation of whole cross sections cannot be accurately evaluated. To address this issue, a two-dimensional (2-D) thermo-mechanical model was developed predict the thermal and mechanical responses of rectangular GFRP tubes subjected to one-side ISO-834 fire exposure in this paper. The 2-D governing heat transfer equations with thermal boundary conditions, discretized by alternating direction implicit (ADI) method, were solved by Gauss-Seidel iterative approach. Then the temperature-dependent mechanical responses were obtained by considering the elastic modulus degradation from glass transition and decomposition of resin. The temperatures of available experimental results can be reasonably predicted. This model can also be extended to simulate the thermo-mechanical responses of beams and columns subjected to multi-side fire loading, which may occur in real fire scenarios.
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/24/matecconf_acem2019_02002.pdf
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