Technical Papers
May 29, 2023

Effects of Cooling Procedures on Postfire Mechanical Properties and Fracture Resistance of G20Mn5QT Cast Steel

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 8

Abstract

Postfire mechanical properties and fracture resistance of G20MnQT cast steels were investigated experimentally and effects of different cooling procedures were studied. G20Mn5QT cast steels were heated to 600°C, 700°C, 800°C, and 900°C and cooled to ambient temperature in air or in water. Metallographic examination found significant phase transformations only in G20Mn5QT cast steels cooled quickly in water from elevated temperatures of 800°C (800W) and 900°C (900W). Original ferrite and pearlite transformed to harder phases, such as martensite and bainite, in these two postfire materials. Vickers hardness tests, Charpy impact tests, and tension coupon tests were conducted on original and postfire G20Mn5QT cast steels. All test results confirmed the findings about phase transformation in metallographic examination. The martensite and bainite generated in phase transformation caused significant hardening of 800W and 900W. With no significant phase transformation, most mechanical properties of 600A, 600W, 700A, 700W, 800A, and 900A varied within ±15% compared with those of the original material, and the postfire Charpy impact energies increased moderately due to improvement of material homogeneity. Smooth notched tensile specimens were tested and material parameters in the void growth model were calibrated to evaluate the postfire fracture resistance of G20Mn5QT cast steels at high stress triaxialities. It was found that the fracture of 600A, 600W, 700A, 700W, 800A, and 900A was almost as ductile as that of the original G20Mn5QT cast steels, whereas 800W and 900W fractured brittlely, and had fracture resistance 87.6% and 78.4% lower than that of the original material.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published paper.

References

Azhari, F., A. Heidarpour, X. L. Zhao, and C. R. Hutchinson. 2015. “Mechanical properties of ultra-high strength (Grade 1200) steel tubes under cooling phase of a fire: An experimental investigation.” Constr. Build. Mater. 93 (Sep): 841–850. https://doi.org/10.1016/j.conbuildmat.2015.05.082.
Cai, W. Y., J. Jiang, Y. B. Wang, and G. Q. Li. 2021. “Analysis of fracture behavior of high-strength steels in tension after fire exposure.” Eng. Struct. 231 (Mar): 111750. https://doi.org/10.1016/j.engstruct.2020.111750.
Chen, M. T., M. Pandey, and B. Young. 2021. “Post-fire residual material properties of cold-formed steel elliptical hollow sections.” J. Constr. Steel Res. 183 (Aug): 106723. https://doi.org/10.1016/j.jcsr.2021.106723.
Chen, Z., J. Lu, H. Liu, and X. Liao. 2016. “Experimental study on the post-fire mechanical properties of high-strength steel tie rods.” J. Constr. Steel Res. 121 (Jun): 311–329. https://doi.org/10.1016/j.jcsr.2016.03.004.
CISA (China Iron & Steel Association). 2021. Metallic materials—Tensile testing—Part 1: Method of test at room temperature. [In Chinese.] GB/T 228.1-2021. Beijing: CISA.
Colwell, J. D., and D. Babic. 2012. “A review of oxidation on steel surfaces in the context of fire investigations.” SAE Int. J. Passenger Cars Mech. Syst. 5 (2): 1002–1015. https://doi.org/10.4271/2012-01-0990.
de Oliveira, J. C., J. A. Packer, and C. Christopoulos. 2008. “Cast steel connectors for circular hollow section braces under inelastic cyclic loading.” J. Struct. Eng. 134 (3): 374–383. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(374).
DIN (Deutsches Institut für Normung). 2005. Steel castings for general engineering uses. DIN EN 10293. Berlin: Beuth Verlag GmbH.
Gao, X., X. Zhang, H. Liu, Z. Chen, and H. Li. 2018. “Residual mechanical properties of stainless steels S30408 and S31608 after fire exposure.” Constr. Build. Mater. 165 (Mar): 82–92. https://doi.org/10.1016/j.conbuildmat.2018.01.020.
Granjon, H. 2002. Fundamentals of welding metallurgy. Cambridge, UK: Woodhead.
Han, Q., Q. Guo, Y. Yin, and Y. Xing. 2017. “Fatigue performance of butt welds between cast steel joint and steel tubular members.” Fatigue Fract. Eng. Mater. Struct. 40 (4): 642–651. https://doi.org/10.1111/ffe.12513.
Kang, L., H. Ge, M. Suzuki, and B. Wu. 2018. “An average weight whole-process method for predicting mechanical and ductile fracture performances of HSS Q690 after a fire.” Constr. Build. Mater. 191 (Dec): 1023–1041. https://doi.org/10.1016/j.conbuildmat.2018.10.068.
Kanvinde, A. M., and G. G. Deierlein. 2006. “The void growth model and the stress modified critical strain model to predict ductile fracture in structural steels.” J. Struct. Eng. 132 (12): 1907–1918. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:12(1907).
Kiran, R., and K. Khandelwal. 2013. “A micromechanical model for ductile fracture prediction in ASTM A992 steels.” Eng. Fract. Mech. 102 (Apr): 101–117. https://doi.org/10.1016/j.engfracmech.2013.02.021.
Li, G. Q., H. Lyu, and C. Zhang. 2017. “Post-fire mechanical properties of high strength Q690 structural steel.” J. Constr. Steel Res. 132 (May): 108–116. https://doi.org/10.1016/j.jcsr.2016.12.027.
Liao, F., M. Wang, L. Tu, J. Wang, and L. Lu. 2019. “Micromechanical fracture model parameter influencing factor study of structural steels and welding materials.” Constr. Build. Mater. 215 (Aug): 898–917. https://doi.org/10.1016/j.conbuildmat.2019.04.155.
Lu, J., H. Liu, Z. Chen, and L. Bisby. 2017. “Experimental investigation of the residual mechanical properties of cast steels after exposure to elevated temperature.” Constr. Build. Mater. 143 (Jul): 259–271. https://doi.org/10.1016/j.conbuildmat.2017.03.118.
Maraveas, C., Z. C. Fasoulakis, and K. D. Tsavdaridis. 2017a. “Mechanical properties of high and very high steel at elevated temperatures and after cooling down.” Fire Sci. Rev. 6 (Dec): 3. https://doi.org/10.1186/s40038-017-0017-6.
Maraveas, C., Z. C. Fasoulakis, and K. D. Tsavdaridis. 2017b. “Post-fire assessment and reinstatement of steel structures.” J. Struct. Fire Eng. 8 (2): 181–201. https://doi.org/10.1108/JSFE-03-2017-0028.
Maraveas, C., Y. C. Wang, T. Swailes, and G. Sotiriadis. 2015. “An experimental investigation of mechanical properties of structural cast iron at elevated temperatures and after cooling down.” Fire Saf. J. 71 (Jan): 340–352. https://doi.org/10.1016/j.firesaf.2014.11.026.
McClintock, F. A. 1968. “A criterion for ductile fracture by the growth of holes.” J. App. Mech. 35 (2): 363–371. https://doi.org/10.1115/1.3601204.
Molkens, T., K. A. Cashell, M. Malaska, M. Alanen, and B. Rossi. 2021. “Performance of structural stainless steel following a fire.” Eng. Struct. 235 (May): 112001. https://doi.org/10.1016/j.engstruct.2021.112001.
Outinen, J., and P. Mäkeläinen. 2004. “Mechanical properties of structural steel at elevated temperatures and after cooling down.” Fire Mater. 28 (24): 237–251. https://doi.org/10.1002/fam.849.
Ren, C., L. Dai, Y. Huang, and W. He. 2020. “Experimental investigation of post-fire mechanical properties of Q235 cold-formed steel.” Thin-Walled Struct. 150 (May): 106651. https://doi.org/10.1016/j.tws.2020.106651.
Rice, J. R., and D. M. Tracey. 1969. “On the ductile enlargement of voids in triaxial stress fields.” J. Mech. Phys. Solids 17 (3): 201–217. https://doi.org/10.1016/0022-5096(69)90033-7.
Sajid, H. U., and R. Kiran. 2018. “Influence of stress concentration and cooling methods on post-fire mechanical behavior of ASTM A36 steels.” Constr. Build. Mater. 186 (Oct): 920–945. https://doi.org/10.1016/j.conbuildmat.2018.08.006.
Sajid, H. U., and R. Kiran. 2019. “Post-fire mechanical behavior of ASTM A572 steels subjected to high stress triaxialities.” Eng. Struct. 191 (Jul): 323–342. https://doi.org/10.1016/j.engstruct.2019.04.055.
Saykin, V. V., T. H. Nguyen, J. F. Hajjar, D. Deniz, and J. Song. 2020. “The effect of triaxiality on finite element deletion strategies for simulating collapse of full-scale steel structures.” Eng. Struct. 210 (May): 110364. https://doi.org/10.1016/j.engstruct.2020.110364.
Shi, G., S. Wang, X. Chen, and C. Rong. 2021. “Post-fire mechanical properties of base metal and welds of Q235 steel.” J. Constr. Steel Res. 183 (Aug): 106767. https://doi.org/10.1016/j.jcsr.2021.106767.
Toribio, J. 1997. “A fracture criterion for high-strength steel notched bars.” Eng. Fract. Mech. 57 (4): 391–404. https://doi.org/10.1016/S0013-7944(97)00027-1.
Toribio, J., and F. J. Ayaso. 2006. “Micro-fracture maps in progressively drawn pearlitic steels.” In Fracture of nano and engineering materials and structures, edited by E. E. Gdoutos, 639–640. Dordrecht, Netherlands: Springer.
Wang, W., T. Liu, and J. Liu. 2015. “Experimental study on post-fire mechanical properties of high strength Q460 steel.” J. Constr. Steel Res. 114 (Nov): 100–109. https://doi.org/10.1016/j.jcsr.2015.07.019.
Wu, S. C., Q. B. Qin, Y. N. Hu, R. Branco, C. H. Li, C. J. Williams, and W. H. Zhang. 2020. “The microstructure, mechanical, and fatigue behaviours of MAG welded G20Mn5 cast steel.” Fatigue Fract. Eng. Mater. Struct. 43 (5): 1051–1063. https://doi.org/10.1111/ffe.13215.
Xiong, M. X., and J. Y. R. Liew. 2020. “Experimental study to differentiate mechanical behaviours of TMCP and QT high strength steel at elevated temperatures.” Constr. Build. Mater. 242 (May): 118105. https://doi.org/10.1016/j.conbuildmat.2020.118105.
Yin, Y., S. Li, Q. Han, and M. Li. 2020. “Material parameters in void growth model for G20Mn5QT cast steel at low temperatures.” Constr. Build. Mater. 243 (May): 118123. https://doi.org/10.1016/j.conbuildmat.2020.118123.
Zhang, C., B. Jia, and J. Wang. 2020a. “Influence of artificial cooling methods on post-fire mechanical properties of Q355 structural steel.” Constr. Build. Mater. 252 (Aug): 119092. https://doi.org/10.1016/j.conbuildmat.2020.119092.
Zhang, C., R. Wang, and G. Song. 2020b. “Post-fire mechanical properties of Q460 and Q690 high strength steels after fire-fighting foam cooling.” Thin-Walled Struct. 156 (Nov): 106983. https://doi.org/10.1016/j.tws.2020.106983.
Zhang, C., R. Wang, and L. Zhu. 2021. “Mechanical properties of Q345 structural steel after artificial cooling from elevated temperatures.” J. Constr. Steel Res. 176 (Jan): 106432. https://doi.org/10.1016/j.jcsr.2020.106432.
Zhao, X., and L. Tong. 2011. “New development in steel tubular joints.” Adv. Struct. Eng. 14 (4): 699–715. https://doi.org/10.1260/1369-4332.14.4.699.
Zhou, X., X. Xue, Y. Shi, and J. Xu. 2021. “Post-fire mechanical properties of Q620 high-strength steel with different cooling methods.” J. Constr. Steel Res. 180 (May): 106608. https://doi.org/10.1016/j.jcsr.2021.106608.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 8August 2023

History

Received: Aug 30, 2022
Accepted: Jan 3, 2023
Published online: May 29, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 29, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Shuwen Huang [email protected]
Senior Engineer, Unit 63926, Chinese People’s Liberation Army, Beijing 100096, China. Email: [email protected]
Chengchang Shang [email protected]
Senior Engineer, Unit 32035, Chinese People’s Liberation Army, Xi’an 710699, China. Email: [email protected]
Liangliang Cai [email protected]
Engineer, Unit 63926, Chinese People’s Liberation Army, Beijing 100096, China (corresponding author). Email: [email protected]
Zhaoxiao Wang [email protected]
Engineer, Unit 63926, Chinese People’s Liberation Army, Beijing 100096, China. Email: [email protected]
Xingzhao Hao [email protected]
Engineer, Unit 63926, Chinese People’s Liberation Army, Beijing 100096, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share