Effect of Tensile-Strain Rate on Mechanical Properties of High-Strength Q460 Steel at Elevated Temperatures
Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 7
Abstract
This paper presents the effect of temperature and tensile-strain rate on the mechanical properties of high-strength low-alloy structural Q460 steel. Standard coupon tensile tests were carried out to obtain the stress-strain curves of Q460 steel subjected to a temperature range of . Three tensile-strain rates, namely, , , and , were selected to investigate the effect of strain rate on mechanical properties. Based on the stress-stain curves, the yield strength at different strain levels, tensile strength, and elastic modulus were determined. The reduction factors of mechanical properties of Q460 steel were calculated as the ratio of properties at elevated temperature to those at ambient temperature. The test results show that the strength and elastic modulus of Q460 steel remains 80% at temperatures lower than 500°C, and higher tensile-strain rate yields lower strength and elastic modulus properties. The reduction factors of mechanical properties decline significantly when the temperature exceeds 500°C, and the higher tensile-strain rate yields higher strength and elastic modulus properties. All the specimens experienced obvious necking before fracture and showed good ductility. Different high-strength steels exhibit different reduction factors even though the nominal strength of these steels is similar. The reduction factors suggested by other standards were not suitable to predict the properties deterioration of high-strength Q460 steels at elevated temperatures.
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Data Availability Statement
The data used to plot stress-stain relationships shown in Fig. 3 are available from the corresponding author upon reasonable request.
Acknowledgments
The authors wish to acknowledge the support of the Fundamental Research Fund for the Central Universities (2019CDQYTM027), the Natural Science Foundation of Chongqing (cstc2018jcyjAX0596), and Chongqing University for granting the third author a visiting professorship. Any opinions, findings, and conclusions or recommendations expressed in this paper are those of the authors and do not necessarily reflect the views of the sponsors.
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©2020 American Society of Civil Engineers.
History
Received: Nov 9, 2019
Accepted: Jan 22, 2020
Published online: Apr 30, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 30, 2020
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