Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep

This paper studied the interface slip between the CFRP sheet and the steel beam under the action of temperature and creep. The formulas of the interface slip were established by using the elastic method and energy variational method, respectively, and the accuracy of the formulas was verified by fin...

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Main Authors: Wenyu Hou, Yanfeng Li, Yongping Guan
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/9422490
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author Wenyu Hou
Yanfeng Li
Yongping Guan
author_facet Wenyu Hou
Yanfeng Li
Yongping Guan
author_sort Wenyu Hou
collection DOAJ
description This paper studied the interface slip between the CFRP sheet and the steel beam under the action of temperature and creep. The formulas of the interface slip were established by using the elastic method and energy variational method, respectively, and the accuracy of the formulas was verified by finite element analysis Abaqus. The results showed that when the creep was not taken into account, the interface slip was the maximum at the end of the beam and the minimum at the middle of the span. When the temperature increased to 5°C, the slip increased about 0.005 mm. And when the thickness of the CFRP sheet increased to 0.05 mm, the slip increased about 0.003 mm. When the creep was taken into account, the interface slip increased with the increase of load and decreased with the increase of stiffness. When the stiffness reached about 10 ka, the variation of the stiffness on the slip was basically unchanged.
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institution Kabale University
issn 1687-8434
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language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-dce7d726443e4fe1ae6b433ccce1f6642025-02-03T07:23:57ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/94224909422490Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and CreepWenyu Hou0Yanfeng Li1Yongping Guan2School of Transportation Engineering, Shenyang Jianzhu University, Shenyang 110168, ChinaSchool of Transportation Engineering, Shenyang Jianzhu University, Shenyang 110168, ChinaSchool of Transportation Engineering, Shenyang Jianzhu University, Shenyang 110168, ChinaThis paper studied the interface slip between the CFRP sheet and the steel beam under the action of temperature and creep. The formulas of the interface slip were established by using the elastic method and energy variational method, respectively, and the accuracy of the formulas was verified by finite element analysis Abaqus. The results showed that when the creep was not taken into account, the interface slip was the maximum at the end of the beam and the minimum at the middle of the span. When the temperature increased to 5°C, the slip increased about 0.005 mm. And when the thickness of the CFRP sheet increased to 0.05 mm, the slip increased about 0.003 mm. When the creep was taken into account, the interface slip increased with the increase of load and decreased with the increase of stiffness. When the stiffness reached about 10 ka, the variation of the stiffness on the slip was basically unchanged.http://dx.doi.org/10.1155/2021/9422490
spellingShingle Wenyu Hou
Yanfeng Li
Yongping Guan
Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep
Advances in Materials Science and Engineering
title Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep
title_full Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep
title_fullStr Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep
title_full_unstemmed Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep
title_short Interface Slip of the Steel Beam Strengthened with the CFRP Sheet under Temperature and Creep
title_sort interface slip of the steel beam strengthened with the cfrp sheet under temperature and creep
url http://dx.doi.org/10.1155/2021/9422490
work_keys_str_mv AT wenyuhou interfaceslipofthesteelbeamstrengthenedwiththecfrpsheetundertemperatureandcreep
AT yanfengli interfaceslipofthesteelbeamstrengthenedwiththecfrpsheetundertemperatureandcreep
AT yongpingguan interfaceslipofthesteelbeamstrengthenedwiththecfrpsheetundertemperatureandcreep