Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to Fire

In the past three decades, one-dimensional (1D) 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: Lingfeng Zhang, Weiqing Liu, Guoqing Sun, Lu Wang, Lingzhi Li
Format: Article
Language:English
Published: Hindawi Limited 2017-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2017/1705915
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spelling doaj-bd1b6536bfd44e9b9cd62314f12be9522020-11-24T22:57:08ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422017-01-01201710.1155/2017/17059151705915Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to FireLingfeng Zhang0Weiqing Liu1Guoqing Sun2Lu Wang3Lingzhi Li4School of Civil Engineering, Southeast University, Nanjing, ChinaSchool of Civil Engineering, Southeast University, Nanjing, ChinaCollege of Civil Engineering, Nanjing Tech University, Nanjing, ChinaCollege of Civil Engineering, Nanjing Tech University, Nanjing, ChinaCollege of Civil Engineering, Tongji University, Shanghai, ChinaIn the past three decades, one-dimensional (1D) 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 (2D) thermomechanical model was developed to predict the thermal and mechanical responses of rectangular GFRP tubes subjected to one-side ISO-834 fire exposure in this paper. The 2D 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 and midspan deflections of available experimental results can be reasonably predicted. The overestimation of deflections could be attributed to the underestimation of bending stiffness. This model can also be extended to simulate the thermomechanical responses of beams and columns subjected to multiside fire loading, which may occur in real fire scenarios.http://dx.doi.org/10.1155/2017/1705915
collection DOAJ
language English
format Article
sources DOAJ
author Lingfeng Zhang
Weiqing Liu
Guoqing Sun
Lu Wang
Lingzhi Li
spellingShingle Lingfeng Zhang
Weiqing Liu
Guoqing Sun
Lu Wang
Lingzhi Li
Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to Fire
Advances in Materials Science and Engineering
author_facet Lingfeng Zhang
Weiqing Liu
Guoqing Sun
Lu Wang
Lingzhi Li
author_sort Lingfeng Zhang
title Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to Fire
title_short Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to Fire
title_full Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to Fire
title_fullStr Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to Fire
title_full_unstemmed Two-Dimensional Modeling of Thermomechanical Responses of Rectangular GFRP Profiles Exposed to Fire
title_sort two-dimensional modeling of thermomechanical responses of rectangular gfrp profiles exposed to fire
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8434
1687-8442
publishDate 2017-01-01
description In the past three decades, one-dimensional (1D) 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 (2D) thermomechanical model was developed to predict the thermal and mechanical responses of rectangular GFRP tubes subjected to one-side ISO-834 fire exposure in this paper. The 2D 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 and midspan deflections of available experimental results can be reasonably predicted. The overestimation of deflections could be attributed to the underestimation of bending stiffness. This model can also be extended to simulate the thermomechanical responses of beams and columns subjected to multiside fire loading, which may occur in real fire scenarios.
url http://dx.doi.org/10.1155/2017/1705915
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