Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion
This study deals with the relationship between imperfections and shear buckling resistance of web plates with sectional damage caused by corrosion. To examine the imperfection effect on the shear buckling resistance of a web plate with sectional damage, a series of nonlinear finite element (FE) anal...
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Format: | Article |
Language: | English |
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Wiley
2016-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2016/6467589 |
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author | Jin-Hee Ahn Shigenobu Kainuma Won-Hong Lee Youn-Ju Jeong In-Tae Kim |
author_facet | Jin-Hee Ahn Shigenobu Kainuma Won-Hong Lee Youn-Ju Jeong In-Tae Kim |
author_sort | Jin-Hee Ahn |
collection | DOAJ |
description | This study deals with the relationship between imperfections and shear buckling resistance of web plates with sectional damage caused by corrosion. To examine the imperfection effect on the shear buckling resistance of a web plate with sectional damage, a series of nonlinear finite element (FE) analyses were carried out for a web plate with sectional damage, which was assumed as local corrosion damage. For considering imperfections of the web plate in the girder, initial out-of-plane deformation was introduced in the FE analysis model. Using the FE analysis results, the changes in the shear buckling resistance of the web plate with sectional damage were quantitatively examined and summarized according to the aspect ratio, boundary conditions, and height of the damaged section of the web plate. The effects of web imperfections on the shear buckling resistance were evaluated to be little compared to that of the web plate without sectional damage. The shear buckling resistance was shown to significantly change in the high-aspect-ratio web plate. A simple evaluation equation for the shear buckling resistance of a web plate with sectional damage was modified for use in the practical maintenance of a web plate in corrosive environments. |
format | Article |
id | doaj-art-9a3a1e620ed544169b14456527205f08 |
institution | Kabale University |
issn | 1687-8434 1687-8442 |
language | English |
publishDate | 2016-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Materials Science and Engineering |
spelling | doaj-art-9a3a1e620ed544169b14456527205f082025-02-03T05:58:26ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422016-01-01201610.1155/2016/64675896467589Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by CorrosionJin-Hee Ahn0Shigenobu Kainuma1Won-Hong Lee2Youn-Ju Jeong3In-Tae Kim4Department of Civil Engineering, Gyeongnam National University of Science and Technology, Jinju, Gyeongnam 660-758, Republic of KoreaDepartment of Civil Engineering, Kyushu University, Fukuoka 819-0395, JapanDepartment of Civil Engineering, Gyeongnam National University of Science and Technology, Jinju, Gyeongnam 660-758, Republic of KoreaStructural Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, Goyang, Gyeonggi 411-712, Republic of KoreaDepartment of Civil Engineering, Pusan National University, Pusan 609-735, Republic of KoreaThis study deals with the relationship between imperfections and shear buckling resistance of web plates with sectional damage caused by corrosion. To examine the imperfection effect on the shear buckling resistance of a web plate with sectional damage, a series of nonlinear finite element (FE) analyses were carried out for a web plate with sectional damage, which was assumed as local corrosion damage. For considering imperfections of the web plate in the girder, initial out-of-plane deformation was introduced in the FE analysis model. Using the FE analysis results, the changes in the shear buckling resistance of the web plate with sectional damage were quantitatively examined and summarized according to the aspect ratio, boundary conditions, and height of the damaged section of the web plate. The effects of web imperfections on the shear buckling resistance were evaluated to be little compared to that of the web plate without sectional damage. The shear buckling resistance was shown to significantly change in the high-aspect-ratio web plate. A simple evaluation equation for the shear buckling resistance of a web plate with sectional damage was modified for use in the practical maintenance of a web plate in corrosive environments.http://dx.doi.org/10.1155/2016/6467589 |
spellingShingle | Jin-Hee Ahn Shigenobu Kainuma Won-Hong Lee Youn-Ju Jeong In-Tae Kim Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion Advances in Materials Science and Engineering |
title | Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion |
title_full | Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion |
title_fullStr | Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion |
title_full_unstemmed | Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion |
title_short | Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion |
title_sort | relationships between imperfections and shear buckling resistance in web plate with sectional damage caused by corrosion |
url | http://dx.doi.org/10.1155/2016/6467589 |
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