Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural Steels

This study investigated the residual mechanical behavior of Q345 and Q420 structural steels after corrosion. Firstly, the tensile specimens were corroded in an acid solution until the weight loss rate reached 20%, 30%, and 40%. The corroded specimens were then subjected to axial tensile experiments...

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Main Authors: Nan Zhao, Chuntao Zhang
Format: Article
Language:English
Published: MDPI AG 2023-02-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/2/475
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author Nan Zhao
Chuntao Zhang
author_facet Nan Zhao
Chuntao Zhang
author_sort Nan Zhao
collection DOAJ
description This study investigated the residual mechanical behavior of Q345 and Q420 structural steels after corrosion. Firstly, the tensile specimens were corroded in an acid solution until the weight loss rate reached 20%, 30%, and 40%. The corroded specimens were then subjected to axial tensile experiments to observe the tensile fracture behavior and obtain the engineering stress–strain curves. The effects of corrosion on stress–strain curves, failure modes, tensile strength, and ductility were analyzed and discussed. The strength and ductility of Q345 and Q420 structural steel dropped sharply after corrosion. In addition, a constitutive model of Q345 and Q420 structural steels with different mass loss rates was established. Based on the test data, empirical equations were proposed to predict the residual strength and ductility of corroded Q345 and Q420 structural steels.
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spelling doaj.art-622d9aa280614c2aa85fd6f6f042d2cf2023-11-16T19:33:13ZengMDPI AGBuildings2075-53092023-02-0113247510.3390/buildings13020475Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural SteelsNan Zhao0Chuntao Zhang1China Construction Science and Industry Corporation Ltd., Chongqing 400000, ChinaSchool of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, ChinaThis study investigated the residual mechanical behavior of Q345 and Q420 structural steels after corrosion. Firstly, the tensile specimens were corroded in an acid solution until the weight loss rate reached 20%, 30%, and 40%. The corroded specimens were then subjected to axial tensile experiments to observe the tensile fracture behavior and obtain the engineering stress–strain curves. The effects of corrosion on stress–strain curves, failure modes, tensile strength, and ductility were analyzed and discussed. The strength and ductility of Q345 and Q420 structural steel dropped sharply after corrosion. In addition, a constitutive model of Q345 and Q420 structural steels with different mass loss rates was established. Based on the test data, empirical equations were proposed to predict the residual strength and ductility of corroded Q345 and Q420 structural steels.https://www.mdpi.com/2075-5309/13/2/475mechanical behaviorcorrosionstructural steelsweight loss rateconstitutive model
spellingShingle Nan Zhao
Chuntao Zhang
Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural Steels
Buildings
mechanical behavior
corrosion
structural steels
weight loss rate
constitutive model
title Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural Steels
title_full Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural Steels
title_fullStr Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural Steels
title_full_unstemmed Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural Steels
title_short Experimental Investigation of the Mechanical Behavior of Corroded Q345 and Q420 Structural Steels
title_sort experimental investigation of the mechanical behavior of corroded q345 and q420 structural steels
topic mechanical behavior
corrosion
structural steels
weight loss rate
constitutive model
url https://www.mdpi.com/2075-5309/13/2/475
work_keys_str_mv AT nanzhao experimentalinvestigationofthemechanicalbehaviorofcorrodedq345andq420structuralsteels
AT chuntaozhang experimentalinvestigationofthemechanicalbehaviorofcorrodedq345andq420structuralsteels