Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt Spray

This paper aims to study the hysteretic characteristics of the steel plates artificially corroded by neutral salt spray. Salt spray was applied to accelerate the corrosion on the steel plates; specimens of varying degrees of corrosion were obtained in this manner. And each specimen was subject to cy...

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Main Authors: Shan-hua Xu, Guang-chong Qin, Zong-xing Zhang
Format: Article
Language:English
Published: Hindawi Limited 2016-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2016/7645763
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spelling doaj-5f72ef497413431ab80bd41677c4c6e72020-11-24T23:21:12ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422016-01-01201610.1155/2016/76457637645763Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt SprayShan-hua Xu0Guang-chong Qin1Zong-xing Zhang2School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, ChinaSchool of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, ChinaSchool of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, ChinaThis paper aims to study the hysteretic characteristics of the steel plates artificially corroded by neutral salt spray. Salt spray was applied to accelerate the corrosion on the steel plates; specimens of varying degrees of corrosion were obtained in this manner. And each specimen was subject to cyclic loading test to get the hysteretic curve. Then the experimental results were extensively discussed, focusing on strength and ductility, hysteretic energy, the skeleton curve, and unloading and loading curve. After that, the hysteretic constitutive model of corroded steel was established based on the first time loading criterion, unloading criterion, cycle skeleton criterion, and reloading curve criterion. The result of the experiment showed that, with the increase of the degree of corrosion, the mechanical properties and seismic energy dissipation performance of seismic energy of the steel decreased; the deterioration of ductility got aggravated. On the other hand, the skeleton curve and the Ramberg-Osgood model were well matched, and the coefficient of circular enhancement showed a decreasing trend; the variation of cyclic hardening exponent did not have an obvious pattern. Meanwhile, the hysteretic constitutive model of corroded steel and the results of the experiment were well matched.http://dx.doi.org/10.1155/2016/7645763
collection DOAJ
language English
format Article
sources DOAJ
author Shan-hua Xu
Guang-chong Qin
Zong-xing Zhang
spellingShingle Shan-hua Xu
Guang-chong Qin
Zong-xing Zhang
Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt Spray
Advances in Materials Science and Engineering
author_facet Shan-hua Xu
Guang-chong Qin
Zong-xing Zhang
author_sort Shan-hua Xu
title Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt Spray
title_short Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt Spray
title_full Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt Spray
title_fullStr Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt Spray
title_full_unstemmed Experimental Research on Hysteretic Characteristics of Steel Plates Artificially Corroded by Neutral Salt Spray
title_sort experimental research on hysteretic characteristics of steel plates artificially corroded by neutral salt spray
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8434
1687-8442
publishDate 2016-01-01
description This paper aims to study the hysteretic characteristics of the steel plates artificially corroded by neutral salt spray. Salt spray was applied to accelerate the corrosion on the steel plates; specimens of varying degrees of corrosion were obtained in this manner. And each specimen was subject to cyclic loading test to get the hysteretic curve. Then the experimental results were extensively discussed, focusing on strength and ductility, hysteretic energy, the skeleton curve, and unloading and loading curve. After that, the hysteretic constitutive model of corroded steel was established based on the first time loading criterion, unloading criterion, cycle skeleton criterion, and reloading curve criterion. The result of the experiment showed that, with the increase of the degree of corrosion, the mechanical properties and seismic energy dissipation performance of seismic energy of the steel decreased; the deterioration of ductility got aggravated. On the other hand, the skeleton curve and the Ramberg-Osgood model were well matched, and the coefficient of circular enhancement showed a decreasing trend; the variation of cyclic hardening exponent did not have an obvious pattern. Meanwhile, the hysteretic constitutive model of corroded steel and the results of the experiment were well matched.
url http://dx.doi.org/10.1155/2016/7645763
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