Mechanical Properties of High-Strength Q690 Steel at Elevated Temperature
Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 5
Abstract
High-strength steels are finding wide applications in steel-framed buildings. Therefore, fire resistance design of high-strength steel structures has gained more attention in recent years. Rapid reduction in mechanical properties, together with high creep deformations, are the most significant factors influencing the fire behavior of high-strength steel structures. A comprehensive experimental investigation was carried out to evaluate temperature-dependent mechanical properties and creep deformation of high-strength Q690 steel with nominal yield strength of 690 MPa. Standard tensile tests were conducted to obtain the mechanical properties of Q690 steel at temperatures ranging from 20 to 900°C. Test data on strength and elastic modulus properties show that the reduction factors developed for carbon (mild) steel are not applicable to high-strength Q690 steels. Therefore, new reduction factors for temperature-dependent yield strength and elastic modulus, as well as the stress-strain relationship, were developed. Creep tests were also carried out to quantify the creep deformation of Q690 steel at temperatures ranging from 450 to 900°C. Data from creep tests are used to develop relations for expressing creep as a function of temperature and stress. These relations, which are based on the Fields and Fields model, can be used to account for creep effects in modeling the response of Q690 steel structures exposed to fire.
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Acknowledgments
The authors wish to acknowledge the support from the National Program on Key Research and Development Project (Grant No. 2016YFC0701203), the Natural Science Foundation of China (Grant No. 51678090), and the Natural Science Foundation of Chongqing (Grant No. cstc2013jcyjA30010). 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.
References
ASTM. (2008). “Standard specification for carbon structural steel.” ASTM A36/A36M, West Conshohocken, PA.
ASTM. (2010). “Standard specification for hot-formed welded and seamless high-strength low-alloy structural tubing.” ASTM A618/A618M-2004, West Conshohocken, PA.
Brnic, J., Turkalj, G., Canadija, M., and Lanc, D. (2009). “Creep behavior of high-strength low-alloy steel at elevated temperatures.” Mater. Sci. Eng., 499(1–2), 23–27.
BSI (British Standard Institution). (2003). “Structural use of steel work in building. 8: Code of practice for fire resistant design.” BS5950-8, London.
CECS (China Association for Engineering Construction Standardization). (2006). “Technical code for fire safety of steel structure in buildings.” CECS200-2006, China Planning Press, Beijing.
CEN (European Committee for Standardization). (2004). “Hot rolled products of structural steels.” EN 10025, Brussels, Belgium.
CEN (European Committee for Standardization). (2005). “Eurocode 3: Design of steel structures. 1.2: General rules—Structural fire design.” EN1993-1-2, Brussels, Belgium.
Chen, J., Young, B., and Uy, B. (2006). “Behavior of high strength structural steel at elevated temperatures.” J. Struct. Eng., 1948–1954.
de Jesus, A. M., Matos, R., Fontoura, B. F., Rebelo, C., da Silva, L. S., and Veljkovic, M. (2012). “A comparison of the fatigue behavior between S355 and S690 steel grades.” J. Constr. Steel Res., 79, 140–150.
Duan, C. Y., and Zhan, L. G. (2013). “Influence of quenching and tempering process on mechanical properties and microstructures of Q690D steel plates.” J. Iron Steel Res., 25(2), 48–53.
Fields, B. A., and Fields, R. J. (1989). “Elevated temperature deformation of structural steel.”, NIST, Gaithersburg, MD.
Franssen, J. M., Kodur, V., and Zaharia, R. (2009). Designing steel structures for fire safety, CRC Press, Delft, Netherlands.
Guo, Y. H. (2013). Experiment on Q690 steel tube tower and application in engineering, China Electric Power Press, Beijing.
Kodur, V., Dwaikat, M., and Fike, R. (2010). “High-temperature properties of steel for fire resistance modeling of structures.” J. Mater. Civ. Eng., 423–434.
Kodur, V. K. R., and Aziz, E. M. (2015). “Effect of temperature on creep in ASTM A572 high-strength low-alloy steels.” Mater. Struct., 48(6), 1669–1677.
Lange, J., and Wohlfeil, N. (2010). “Examination of the mechanical properties of steel S460 for fire.” J. Struct. Fire Eng., 1(3), 189–204.
Luo, Y. F., Wang, X. Y., Qiang, X. H., and Liu, X. (2015). “Progress in application of high strength steel to engineering structures.” J. Tianjin Univ. Sci. Technol., 48, 134–141.
Ma, J. L., Chan, T. M., and Young, B. (2015). “Material properties and residual stress of cold-formed high strength steel hollow sections.” J. Constr. Steel Res., 109, 152–165.
Qiang, X., Bijlaard, F., and Kolstein, H. (2012). “Dependence of mechanical properties of high strength steel S690 on elevated temperatures.” Constr. Build. Mater., 30, 73–79.
Qiang, X. H., Jiang, X., Bijlaard, F. S., and Kolstein, H. (2016). “Mechanical properties and design recommendations of very high strength steel S960 in fire.” Eng. Struct., 112(1), 60–70.
Qiu, L. B., Liu, Y., Hou, Z. X., Chen, S. R., and Chung, K. F. (2014). “State application research of high strength steel in steel structures.” Ind. Constr., 44(3), 1–5.
SAC (Standardization Administration of the People’s Republic of China). (2006). “Metallic materials-tensile testing at elevated temperatures.” GB/T4338-2006, China Standard Press, Beijing.
SAC (Standardization Administration of the People’s Republic of China). (2008). “High strength low alloy structural steels.” GB/T1591-2008, China Standard Press, Beijing.
SAC (Standardization Administration of the People’s Republic of China). (2010). “Metallic materials ensile testing. 1: Method of test at room temperature.” GB/T228.1-2010, China Standard Press, Beijing.
Wang, W. Y., Liu, B., and Kodur, V. (2013). “Effect of temperature on strength and elastic modulus of high strength steel.” J. Mater. Civ. Eng., 174–182.
Wang, W. Y., and Yan, S. H. (2017). “Studies on temperature induced creep in high strength Q460 steel.” Mater. Struct., 50(1), 68.
Wang, W. Y., Yan, S. H., and Kodur, V. (2016). “Temperature induced creep in low-alloy structural Q345 steel.” J. Mater. Civ. Eng., 06016003.
Wang, Y. C., and Kodur, V. (2000). “Research toward use of unprotected steel structures.” J. Struct. Eng., 1442–1450.
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©2018 American Society of Civil Engineers.
History
Received: Jul 22, 2016
Accepted: Oct 18, 2017
Published online: Feb 16, 2018
Published in print: May 1, 2018
Discussion open until: Jul 16, 2018
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