Abstract
High strength steel (HSS) with the nominal yield strength f y≥460 MPa has been applied in numerous modern building and bridge structures all over the world. Steel structures using high strength steel have obvious advantages in structural, architectural, economical, environment protection and energy saving aspects. After a brief introduction of early studies, recent research advances of high strength steel structures in Tsinghua University in China are comprehensively reviewed. Systematic investigations have been carried out on static- and cyclic-loading behavior of high strength steels and their welded connections, residual stress of high strength steel hot-rolled and welded sections, overall and local buckling behavior of high strength steel columns under axial compression, seismic behavior of high strength steel columns under combined bending and compression, bearing and slip resistance of bolted connections with high strength steel slices. The research results show that mechanical behavior of high strength steel structures has been improved much compared with ordinary strength steel structures, so the design methods in current design codes or specifications need be updated to be applicable to high strength steel structures. Therefore, as the chief-editor institute, Tsinghua University has organized 34 institutes including universities, design and research institutes, steel structure fabricators, and steel manufacturers, to codify a new code, i.e. Design Specification of High Strength Steel Structures in China. Based on the above research results, new design methods and calculation formulae applicable to high strength steel structures are incorporated into this design specification. The outline of this specification is discussed in detail in this paper.
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References
ANSI/AISC 341-10 (2010). Seismic provisions for structural steel buildings. American Institute of Steel Construction, Chicago, USA.
ANSI/AISC 360-10 (2010). Specification for structural steel buildings. American Institute of Steel Construction, Chicago, USA.
Ban, H. Y. (2012). Research on the overall buckling behavior and design method of high strength steel columns under axial compression. Ph.D. Dissertation, Tsinghua University, China (in Chinese).
Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2011). “Research progress on the mechanical property of high strength structural steels.” Advanced Materials Research, 250–253, pp. 640–648.
Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2012a). “Residual stress tests of high strength steel equal angles.” Journal of Structural Engineering, 138(12), pp. 1446–1454.
Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2012b). “Overall buckling behavior of 460 MPa high strength steel columns: Experimental investigation and design method.” Journal of Constructional Steel Research, 74(4), pp. 140–150.
Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2013a). “Residual stress of 460 MPa high strength steel welded I section: experimental investigation and modeling.” International Journal of Steel Structures, 13(4), pp. 691–705.
Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2013b). “Residual stress of 460 MPa high strength steel welded box section: experimental investigation and modeling.” Thin-Walled Structures, 64, pp. 73–82.
Ban, H. Y., Shi, G., and Shi, Y. J. (2013c). “Experimental investigation on residual stress in 960 MPa high strength steel welded box sections and unified modeling research.” China Civil Engineering Journal, 46(11), pp. 63–69 (in Chinese).
Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2013d). “Column buckling test of 420 MPa high strength steel single equal angles.” International Journal of Structural Stability and Dynamics, 13(2), pp. 1250069-1–1250069-23.
Ban, H. Y., Shi, G., Shi, Y. J., and Bradford, M. A. (2013e). “Experimental investigation of the overall buckling behavior of 960 MPa high strength steel columns.” Journal of Constructional Steel Research, 88, pp. 256–266.
Barsoum, Z. and Gustafsson, M. (2009). “Fatigue of high strength steel joints welded with low temperature transformation consumables.” Engineering Failure Analysis, 16(7), pp. 2186–2194.
Barth, K. E., White, D. W., and Bobb, B. M. (2000). “Negative bending resistance of HPS70W girders.” Journal of Constructional Steel Research, 53(1), pp. 1–31.
Beg, D. and Hladnik, L. (1996). “Slenderness limit of class 3 I cross-sections made of high strength steel.” Journal of Constructional Steel Research, 38(3), pp. 201–217.
Bjorhovde, R. (2004). “Development and use of high performance steel.” Journal of Constructional Steel Research, 60(3), pp. 393–400.
Bjorhovde, R. (2010). “Performance and design issues for high strength steel in structures.” Advances in Structural Engineering, 13(3), pp. 403–411.
Bjorhovde, R. (2011). “Current steel structures research No. 27.” Engineering Journal, Third Quarter, pp. 235–244.
BS EN 1993-1-1 (2005). Eurocode 3: Design of steel structures-Part 1-1: General rules and rules for buildings. BSI, London, UK.
BS EN 1998-1 (2004). Eurocode 8: Design of structures for earthquake resistance-Part 1: General rules, seismic actions and rules for buildings. BSI, London, UK.
Chen, H., Grondin, G. Y., and Driver, R. G. (2007). “Characterization of fatigue properties of ASTM A709 high performance steel.” Journal of Constructional Steel Research, 63(6), pp. 838–848.
Chen, J., Young, B., and Uy, B. (2006). “Behavior of high strength structural steel at elevated temperatures.” Journal of Structural Engineering, 132(12), pp. 1948–1954.
Clarin, M. (2004). High strength steel: local buckling and residual stresses. Licentiate Thesis, Luleå University of Technology, Sweden.
Coelho, A. M. G., Bijlaard, F. S. K., Gresnigt, N., and Silva, L. S. (2004a). “Experimental assessment of the behavior of bolted T-stub connections made up of welded plates.” Journal of Constructional Steel Research, 60(2), pp. 269–311.
Coelho, A. M. G., Bijlaard, F. S. K., and Silva, L. S. (2004b). “Experimental assessment of the ductility of extended end plate connections.” Engineering Structures, 26(9), pp. 1185–1206.
Coelho, A. M. G. and Bijlaard, F. S. K. (2007). “Experimental behavior of high strength steel end-plate connections.” Journal of Constructional Steel Research, 63(9), pp. 1228–1240.
Coelho, A. M. G., Bijlaard, F. S. K., and Kolstein, H. (2009). “Experimental behavior of high-strength steel web shear panels.” Engineering Structures, 31(7), pp. 1543–1555.
Coelho, A. M. G. and Bijlaard, F. S. K. (2010a). “High strength steel in buildings and civil engineering structures: design of connections.” Advances in Structural Engineering, 13(3), pp. 413–429.
Coelho, A. M. G. and Bijlaard, F. S. K. (2010b). “Finite element evaluation of the strength behavior of highstrength steel column web in transverse compression.” Steel and Composite Structures, 10(5), pp. 385–414.
Collin, P. and Johansson, B. (2006). “Bridges in high strength steel.” Proc. Responding to Tomorrow’s Challenges in Structural Engineering IABSE Symposium, Zürich, Switzerland, pp. 434–435.
Costa, J. D. M., Ferreira, J. A. M., and Abreu, L. P. M. (2010). “Fatigue behavior of butt welded joints in a high strength steel.” Procedia Engineering, 2(1), pp. 697–705.
Dubina, D., Stratan, A., and Dinu, F (2008). “Dual highstrength steel eccentrically braced frames with removable links.” Earthquake Engineering and Structural Dynamics, 37(15), pp. 1703–1720.
Dusicka, P., Itani, A. M., and Buckle, I. G. (2010). “Cyclic behavior of shear links of various grades of plate steel.” Journal of Structural Engineering, 136(4), pp. 370–378.
Dusicka, P. and Lewis, G. (2010). “High strength steel bolted connections with filler plates.” Journal of Constructional Steel Research, 66(1), pp. 75–84.
Earls, C. J. (1999). “On the inelastic failure of high strength steel I-shaped beams.” Journal of Constructional Steel Research, 49(1), pp. 1–24.
Earls, C. J. (2000). “Influence of material effects on structural ductility of compact I-shaped beams.” Journal of Structural Engineering, 126(11), pp. 1268–1278.
Earls, C. J. (2001). “Constant moment behavior of highperformance steel I-shaped beams.” Journal of Constructional Steel Research, 57(7), pp. 711–728.
Earls, C. J. and Shah, B. J. (2002). “High performance steel bridge girder compactness.” Journal of Constructional Steel Research, 58(5), pp. 859–880.
Felkel, J. P., Rizos, D. C., and Ziehl, P. H. (2007). “Structural performance and design evaluation of HPS70W bridge girders.” Journal of Constructional Steel Research, 63(7), pp. 909–921.
Fukumoto, Y. (1996). “New constructional steels and structural stability.” Engineering Structures, 18(10), pp. 786–791.
Galambos, T. V., Hajjar, J. F., Earls, C. J., and Gross, J. L. (1997). Required properties of high-performance steels. NISTIR 6004, National Institute of Standards and Technology (NIST), Gaithersburg, Maryland, USA.
Gao, L., Sun, H., Jin, F., and Fan, H. (2009). “Load-carrying capacity of high-strength steel box-sections I: stub columns.” Journal of Constructional Steel Research, 65(4), pp. 918–924.
GB 50011-2010 (2010). Code for seismic design of buildings. China Architecture & Building Press, Beijing, China (in Chinese).
GB 50017-2003 (2003). Code for design of steel structures. China Architecture & Building Press, Beijing, China (in Chinese).
Gergess, A. N. and Sen, R. (2009). “Cold bending HPS 485W steel bridge girders.” Journal of Constructional Steel Research, 65(8), pp. 1549–1557.
Gogou, E. (2012). Use of high strength steel grades for economical bridge design. Master Thesis, Delft University of Technology, Netherlands.
Greco, N. and Earls, C. J. (2003). “Structural ductility in hybrid high performance steel beams.” Journal of Structural Engineering, 129(12), pp. 1584–1595.
Green, P. S., Sause, R., and Ricles, J. M. (2002). “Strength and ductility of HPS flexural members.” Journal of Constructional Steel Research, 58(5), pp. 907–941.
Gustafsson, M. (2002). “Thickness effect in fatigue of welded extra high strength steel joints.” Proc. 8th International Fatigue Congress, Stockholm, Sweden, pp. 205–224.
Haaijer, G. (1961). “Economy of high strength steel structural members.” Journal of the Structural Division, 87(8), pp. 1–23.
Heinila, S., Marquis, G. B., and Bjrk, T. (2008). “Observations on fatigue crack paths in the corners of cold-formed highstrength steel tubes.” Engineering Fracture Mechanics, 75, pp. 833–844.
Huang, Y. H., Onishi, Y., and Hayashi, K. (1996). “Inelastic behavior of high strength steels with weld connections under cyclic gradient stress.” Proc. 11th Wold Conference on Earthquake Engineering (WCEE), Acapulco, Mexico, Paper No. 1745.
Jiao, H. and Zhao, X. L. (2004). “Section slenderness limits of very high strength circular steel tubes in bending.” Thin-walled structures, 42(9), pp. 1257–1271.
Joo, H. S., Moon, J., Choi, B. H., and Lee, H. E. (2013). “Rotational capacity and optimum bracing point of high strength steel I-girders.” Journal of Constructional Steel Research, 88, pp. 79–89.
Kim, H. J. and Yura, J. A. (1999). “The effect of ultimateto-yield ratio on the bearing strength of bolted connections.” Journal of Constructional Steel Research, 49(3), pp. 255–269.
Kolstein, M., Bijlaard, F., and Dijkstra, O. (2007). “Deformation capacity of welded joints using very high strength steel.” Proc. 5th International Conference on Advances in Steel Structures (ICASS), Singapore, pp. 514–546.
Kuwamura, H. and Kato, B. (1989). “Inelastic behavior of high strength steel members with low yield ratio.” Proc. 2nd Pacific Structural Steel Conference (PSSC), Victoria, Australia, pp. 429–437.
Kuwamura, H. and Suzuki, T. (1992). “Low-cycle fatigue resistance of welded joints of high-strength steel under earthquake loading.” Proc. 10th World Conference on Earthquake Engineering (WCEE), Rotterdam, Netherland, pp. 2851.
Lee, C. H., Han, K. H., Uang, C. M., Kim, D. K., Park, C. H., and Kim, J. H. (2012). “Flexural strength and rotation capacity of I-shaped beams fabricated from 800-MPa steel.” Journal of Structural Engineering, 139(6), pp. 1043–1058.
Lee, H. E., Joo, H. S., Choi, B. H., and Moon, J. H. (2011). “Evaluation of flexural ductility of negative moment region of I-girder with high strength steel.” Procedia Engineering, 14, pp. 272–279.
Lin, C. C. (2012). Local buckling and design method of high strength steel welded-section members under axial compression. Master Dissertation, Tsinghua University, China (in Chinese).
Mang, F., Bucak. O., and Stauf, H. (1993). “Fatigue behaviour of highstrength steels, welded hollow section joints and their connections.” Proc. 12th International Conference on Offshore Mechanical and Arctic Engineering, New York, U.S., pp. 709–714.
Martinez, L. L., Blom, A. F., Trogen, H., and Dahle, T. (1997). “Fatigue behavior of steels with strength levels between 350 and 900 MPa influence of post weld treatment under spectrum loading.” Proc. North European Engineering and Science Conference, Stockholm, Sweden, pp. 361–376.
Matsui, C. and Mitani, I. (1977). “Inelastic behavior of high strength steel frames subjected to constant vertical and alternating horizontal loads.” Proc. 6th World Conference on Earthquake Engineering (WCEE). Vol. 3, New Delhi, India, pp. 3169–3174.
McDermott, J. F. (1969a). “Local plastic buckling of A514 steel members.” Journal of the Structural Division, 5(9), pp. 1837–1850.
McDermott, J. F. (1969b). “Plastic bending of A514 steel beams.” Journal of the Structural Division, 95(9), pp. 1851–1871.
Miki, C., Homma, K., and Tominaga, T. (2002). “High strength and high performance steels and their use in bridge structures.” Journal of Constructional Steel Research, 58(1), pp. 3–20.
Može, P., Beg, D., and Lopatiè, J. (2007). “Net cross-section design resistance and local ductility of elements made of high strength steel.” Journal of Constructional Steel Research, 63(11), pp. 1431–1441.
Može, P. and Beg, D. (2010). “High strength steel tension splices with one or two bolts.” Journal of Constructional Steel Research, 66(8/9), pp. 1000–1010.
Može, P. and Beg, D. (2011). “Investigation of high strength steel connections with several bolts in double shear.” Journal of Constructional Steel Research, 67(3), pp. 333–347.
Muntean, N., Stratan, A., and Dubina, D. (2009). “Strength and ductility performance of welded connections between high strength and mild carbon steel components: experimental evaluation.” Proc. 11th WSEAS International Conference on Sustainability in Science Engineering, Athens, Greece, pp. 387–394.
Nishino, F., Ueda, Y., and Tall, L. (1967). “Experimental investigation of the buckling of plates with residual stresses.” Proc. Test Methods for Compression Members, Philadelphia, USA, pp. 12–30.
Olsson, K. E. and Kahonen, A. (2002). “Profitability of high strength steels in fatigue loaded structures.” Proc. 8th International Fatigue Congress, Stockholm, Sweden, pp. 247–276.
Pan, B. (2012). Investigation on bolted connection for high strength steel members under static shear. Master Dissertation, Tsinghua University, China (in Chinese).
Pijpers, R. J. M., Kolstein, M. H., Romeijn, A., and Bijlaard, F. S. K. (2009). “Fatigue experiments on very high strength steel base material and transverse butt welds.” Advanced Steel Construction, 5(1), pp. 14–32.
Pocock, G. (2006). “High strength steel use in Australia, Japan and the US.” The Structural Engineer, 84(21), pp. 27–31.
Puthli, R. and Fleischer, O. (2001). “Investigations on bolted connections for high strength steel members.” Journal of Constructional Steel Research, 57(3), pp. 313–326.
Raoul, J. and Günther, H. P. (2005). Use and application of high-performance steels for steel structures. IABSEAIPC-IVBH, Zürich, Switzerland.
Rasmussen, K. J. R. and Hancock, G. J. (1992). “Plate slenderness limits for high strength steel sections.” Journal of Constructional Steel Research, 23(1), pp. 73–96.
Rasmussen, K. J. R. and Hancock, G. J. (1995). “Tests of high strength steel columns.” Journal of Constructional Steel Research, 34(1), pp. 27–52.
Rex, C. O. and Easterling, W. S. (2003). “Behavior and modeling of a bolt bearing on a single plate.” Journal of Structural Engineering, 129(6), pp. 792–800.
Ricles, J. M., Sause, R., and Green, P. S. (1998). “Highstrength steel: implications of material and geometric characteristics on inelastic flexural behavior.” Engineering Structures, 20(4), pp. 323–335.
Sause, R. and Fahnestock, L. A. (2001). “Strength and ductility of HPS-100W I-girders in negative flexure.” Journal of Bridge Engineering, 6(5), pp. 316–323.
Shi, G., Deng, C. S., and Zhang, Y. (2010). “Finite element analysis on the influence of steel strength on the seismic behavior of steel column.” Proc. 11th International Symposium on Structural Engineering (ISSE), Guangzhou, China.
Shi, Y. J., Pan, B., Shi, G., and Wang, Y. Q. (2011). “Investigation on bolted connection of high strength steel tension splices under static shear.” Proc. 6th International Symposium on Steel Structures, Korea, pp. 1012–1018.
Shi, G., Ban, H. Y., and Bijlaard, F. S. K. (2012a). “Tests and numerical study of ultra-high strength steel columns with end restraints.” Journal of Constructional Steel Research, 70(3), pp. 236–247.
Shi, G., Lin, C. C., Wang, Y. Q., and Shi, Y. J. (2012b). “Experimental study on the local buckling behavior of 460 MPa steel welded square box section columns under axial compression.” Proc. 7th International Conference on Advances in Steel Structures (ICASS), Vol. 1, Nanjing, China, pp. 60–68.
Shi, G., Liu, Z., Ban, H. Y., Shi, Y. J., and Wang, Y. Q. (2012c). “Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression.” Steel and Composite Structures, 12(1), pp. 31–51.
Shi, G., Wang, M., Bai, Y., Wang, F., Shi, Y. J., and Wang, Y. Q. (2012d). “Experimental and modeling study of high-strength structural steel under cyclic loading.” Engineering Structures, 37(4), pp. 1–13.
Shi, G., Deng, C. S., Ban, H. Y., Chen, Y. Y., Shi, Y. J., and Wang, Y. Q. (2012e). “Experimental study on the seismic behavior of Q460 high strength steel I-columns.” China Civil Engineering Journal, 45(9), pp. 53–61 (in Chinese).
Shi, G., Deng, C. S., Ban, H. Y., Chen, Y. Y., Wang, Y. Q., and Shi, Y. J. (2012f). “Experimental study on hysteretic behavior of high strength steel box-section columns.” Journal of Building Structures, 33(3), pp. 1–7 (in Chinese).
Shi, G., Hu, F. X., and Shi, Y. J. (2013a). “Recent research advances of high strength steel structures and codification of design specification.” Proc. 10th Pacific Structural Steel Conference(PSSC), Singapore, pp. 606–611.
Shi, G., Hu, F. X., and Shi, Y. J. (2013b). “Codification of high strength steel structures design specification in China and its research background.” Proc. 7th International Symposium on Steel Structures, Jeju, Korea.
Shi, G., Jiang, X., Zhou, W. J., Chan, T. M., and Zhang, Y. (2013c). “Experimental investigation and modeling on residual stress of welded steel circular tubes.” International Journal of Steel Structures, 13(3), pp. 495–508.
Shi, G., Jiang, X., Zhou, W. J., and Zhang, Y. (2013d). “Experimental study on overall buckling behavior of Q420 high strength welded galvanized tubes under axial compression.” Journal of Harbin Institute of Technology, 45(10), pp. 75–80 (in Chinese).
Shi, G., Wang, M., Wang, Y. Q., and Wang, F. (2013e). “Cyclic behavior of 460 MPa high strength structural steel and welded connection under earthquake loading.” Advances in Structural Engineering, 16(3), pp. 451–466.
Shi, G., Zhou, W. J., Bai, Y., and Liu, Z. (2013f). “Local buckling of steel equal angle members with normal and high strengths.” International Journal of Steel Structures, 14(3), pp. 447–455.
Silva, A. T., Rebelo, Silva, L. S., Aniello, M. D., Landolfo, R., and Lima, L. (2012). “Seismic performance of dual steel concentrically braced frames.” Proc. 15th World Conference on Earthquake Engineering, Lisbon, Portugal, Paper No. 2781.
Sivakumaran, K. S. and Yuan, B. (1998). “Slenderness limits and ductility of high strength steel sections.” Journal of Constructional Steel Research, 46(1), pp. 149–151.
Thomas, S. J. and Earls, C. J. (2003). “Cross-sectional compactness and bracing requirements for HPS483W girders.” Journal of Structural Engineering, 129(12), pp. 1569–1583.
Usami, T. and Fukumoto, Y. (1982). “Local and overall buckling of welded box columns.” Journal of the Structural Division, 108(3), pp. 525–542.
Vulcu, C., Stratan, A., Dubina, D., and Bordea, S. (2012). “Seismic performance of dual frames with composite CFRHS high strength steel columns.” Proc. 15th World Conference on Earthquake Engineering, Lisbon, Portugal, Paper No. 4937.
Wei, C. X. (2013). Research on the structural performance and calculation model of Q460 high strength steel weld connection. Master Dissertation, Tsinghua University, China (in Chinese).
Wheeler, A. and Russell, B. (2005). “Behavior and design of webs in high strength steel under flexural loading.” Proc. 4th International Conference on Advances in Steel Structures (ICASS), Shanghai, China, pp. 137–142.
Zrilic, M., Grabulov, V., Burzic, Z., Arsic, M., and Sedmak, S. (2007). “Static and impact crack properties of a highstrength steel welded joint.” International Journal of Pressure Vessels and Piping, 84(3), pp. 139–150.
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Discussion open until May 1, 2015. This manuscript for this paper was submitted for review and possible publication on March 1, 2014; approved on December 8, 2014.
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Shi, G., Hu, F. & Shi, Y. Recent research advances of high strength steel structures and codification of design specification in China. Int J Steel Struct 14, 873–887 (2014). https://doi.org/10.1007/s13296-014-1218-7
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DOI: https://doi.org/10.1007/s13296-014-1218-7