Technical Papers
Feb 24, 2021

Experimental Investigation of Foam-Filled CHS Braces under Cyclic Loading

Publication: Journal of Structural Engineering
Volume 147, Issue 5

Abstract

The performance of seismic braced frames can become compromised due to premature local buckling–induced fracture of the hollow structural section (HSS) steel braces. A strategy to delay the fracture of the braces is to postpone local buckling by filling HSS braces. Two experimental campaigns were undertaken to assess the performance of circular hollow section (CHS) braces under representative seismic loading when filled with a lightweight, pourable, expanding polyurethane foam. To determine the influence of the foam infill, 12 brace members were tested under reverse cyclic loading. In general, the foam infill was able to delay the initiation of local buckling in the plastic hinge region, consequently leading to improvements in cyclic ductility. Reduced strain values within the plastic hinge region of the filled braces compared with those of the empty braces further highlighted the beneficial influence of the foam infill. Overall, the test results suggested that the diameter-to-thickness ductility limits for CHS members in the current seismic design provisions can be relaxed with the inclusion of the polyurethane foam as infill.

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Data Availability Statement

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

Acknowledgments

This work was supported by the US National Science Foundation (NSF) Grant No. CMMI-1350605 and the US NSF East Asia and Pacific Summer Institutes (EAPSI) Fellowship Program with the Japan Society for the Promotion of Science (JSPS) through Award No. 1713850. Any conclusions, findings, or opinions presented in this paper are solely those of the authors and do not necessarily reflect the views of the supporting organizations. Special thanks are given to Giuseppe Marzano, Christian Flores Carreras, and Ana Loustaunau for their assistance during testing.

References

Abramowicz, W. 2003. “Thin-walled structures as impact energy absorbers.” Thin-Walled Struct. 41 (2): 91–107. https://doi.org/10.1016/S0263-8231(02)00082-4.
AISC. 2016. Seismic provisions for structural steel buildings. ANSI/AISC 341-16. Chicago: AISC.
Ammons, M., H. Shimada, G. Marzano, M. Kurata, and J. McCormick. 2018. “Seismic performance of foam filled tubular steel braces.” In Proc., 11th National Conf. in Earthquake Engineering. Los Angeles: Earthquake Engineering Research Institute.
ASTM. 2014. Standard test method for tensile properties of plastics. ASTM D638-14. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard specification for cold-formed welded and seamless carbon steel structural tubing in rounds and shapes. ASTM A500/A500M. West Conshohocken, PA: ASTM.
Broderick, B. M., J. M. Goggins, and A. Y. Elghazouli. 2005. “Cyclic performance of steel and composite bracing members.” J. Constr. Steel Res. 61 (4): 493–514. https://doi.org/10.1016/j.jcsr.2004.09.006.
Chen, W., and T. Wierzbicki. 2001. “Relative merits of single-cell, multi-cell and foam-filled thin-walled structures in energy absorption.” Thin-Walled Struct. 39 (4): 287–306. https://doi.org/10.1016/S0263-8231(01)00006-4.
Chou, C.-C., and S.-C. Wu. 2019. “Cyclic lateral load test and finite element analysis of high-strength concrete-filled steel box columns under high axial compression.” Eng. Struct. 189 (Jun): 89–99. https://doi.org/10.1016/j.engstruct.2019.03.052.
Clark, P., K. Frank, H. Krawinkler, and R. Shaw. 1997. Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens. Redwood City, CA: SAC Joint Venture.
Fell, B. V., A. M. Kanvinde, G. G. Deierlein, and A. T, Myers. 2009. “Experimental investigation of inelastic cyclic buckling and fracture of steel braces.” J. Struct. Eng. 135 (1): 19–32. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:1(19).
Ge, H., and T. Usami. 1996. “Cyclic tests of concrete-filled steel box columns.” J. Struct. Eng. 122 (10): 1169–1177. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:10(1169).
Goel, S. 1986. “Seismic stability of braced steel structures.” In Proc., SSRC Annual Technical Session, 189–200. Chicago: Structural Stability Research Council.
Goggins, J. M., B. M. Broderick, and A. Y. Elghazouli. 2006. “Experimental behaviour of hollow and filled RHS bracing members under earthquake loading.” In Proc., Composite Construction in Steel and Concrete V, 698–707. Reston, VA: Engineering Institute of ASCE.
Goggins, J. M., B. M. Broderick, A. Y. Elghazouli, and A. S. Lucas. 2005. “Experimental cyclic response of cold-formed hollow steel bracing members.” Eng. Struct. 27 (7): 977–989. https://doi.org/10.1016/j.engstruct.2004.11.017.
Gugerli, H., and S. Goel. 1982. Inelastic cyclic behaviour of steel bracing members. Ann Arbor, MI: Dept. of Civil Engineering, Univ. of Michigan.
Han, L.-H., and Y.-F. Yang. 2005. “Cyclic performance of concrete-filled steel CHS columns under flexural loading.” J. Constr. Steel Res. 61 (4): 423–452. https://doi.org/10.1016/j.jcsr.2004.10.004.
Han, S.-W., W. T. Kim, and D. A. Foutch. 2007. “Seismic behavior of HSS bracing members according to width–thickness ratio under symmetric cyclic loading.” J. Struct. Eng. 133 (2): 264–273. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:2(264).
JIS (Japanese Industrial Standards). 2014. Carbon steel tubes for building structure. JIS G 3475. Tokyo: JIS.
Lampinen, B. E., and R. A. Jeryan. 1982. Effectiveness of polyurethane foam in energy absorbing structures. Warrendale, PA: Society of Automotive Engineers International.
Linul, E., L. Marsavina, T. Voiconi, and T. Sadowski. 2013. “Study of factors influencing the mechanical properties of polyurethane foams under dynamic compression.” In Proc., Journal of Physics: Conf. Series. Red Hook, NY: Curran Associates.
Liu, Z., and S. C. Goel. 1988. “Cyclic load behavior of concrete-filled tubular braces.” J. Struct. Eng. 114 (7): 1488–1506. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:7(1488).
Packer, J. A., S. P. Chiew, R. Tremblay, and G. Martinez-Saucedo. 2010. “Effect of material properties on hollow section performance.” Proc. Inst. Civ. Eng. Struct. Build. 163 (6): 375–390. https://doi.org/10.1680/stbu.2010.163.6.375.
Popov, E. P., and R. G. Black. 1981. “Steel struts under severe cyclic loadings.” J. Struct. Div. 107 (9): 1857–1881.
Reid, S. R., T. Y. Reddy, and M. D. Gray. 1986. “Static and dynamic axial crushing of foam-filled sheet metal tubes.” Int. J. Mech. Sci. 28 (5): 295–322. https://doi.org/10.1016/0020-7403(86)90043-3.
Remennikov, A. M., and W. R. Walpole. 1998. “A note on compression strength reduction factor for a buckled strut in seismic-resisting braced system.” Eng. Struct. 20 (8): 779–782. https://doi.org/10.1016/S0141-0296(97)00106-5.
Sabelli, R., C. W. Roeder, and J. F. Hajjar. 2013. Seismic design of steel special concentrically braced frame systems. Gaithersburg, MD: National Institute of Standards and Technology.
Sheehan, T., and T.-M. Chan. 2014. “Cyclic response of hollow and concrete-filled circular hollow section braces.” Proc. Inst. Civ. Eng. Struct. Build. 167 (3): 140–152. https://doi.org/10.1680/stbu.12.00033.
Tremblay, R. 2002. “Inelastic seismic response of steel bracing members.” J. Constr. Steel Res. 58 (5–8): 665–701. https://doi.org/10.1016/S0143-974X(01)00104-3.
Tremblay, R., M. Haddad, G. Martinez, J. Richard, and K. Moffatt. 2008. “Inelastic cyclic testing of large size steel bracing members.” In Proc., 14th World Conf. on Earthquake Engineering. Tokyo: International Association for Earthquake Engineering.
Usami, T., and H. Ge. 1994. “Ductility of concrete-filled steel box columns under cyclic loading.” J. Struct. Eng. 120 (7): 2021–2040. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:7(2021).
Vaidya, U. K., M. V. Kamath, H. Mahfuz, and S. Jeelani. 1998. “Low velocity impact response of resin infusion molded foam filled honeycomb sandwich composites.” J. Reinf. Plast. Compos. 17 (9): 819–849. https://doi.org/10.1177/073168449801700904.
Wei, D. 2017. “Enhancement of steel moment connections through non-traditional sections and materials.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Michigan.
Wei, D., C. A. Flores Carreras, and J. P. McCormick. 2016. “Improving the seismic response of hollow structural sections using polymer foam fill.” In Proc., 2nd Huixian Int. Forum on Earthquake Engineering for Young Researchers. Heilongjiang, China: HuiXian Earthquake Engineering Foundation.
Zhao, X.-L., R. Grzebieta, and C. Lee. 2002. “Void-filled cold-formed rectangular hollow section braces subjected to large deformation cyclic axial loading.” J. Struct. Eng. 128 (6): 746–753. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:6(746).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 5May 2021

History

Received: Jul 2, 2020
Accepted: Dec 29, 2020
Published online: Feb 24, 2021
Published in print: May 1, 2021
Discussion open until: Jul 24, 2021

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Authors

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Malcolm Ammons, Ph.D., A.M.ASCE [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125 (corresponding author). Email: [email protected]
Hironari Shimada
Construction Manager, Nippon Steel Engineering, 1-5-1 Osaki, Shinagawa, Tokyo 141-0032, Japan.
Jason McCormick, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125. Email: [email protected]
Associate Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan. ORCID: https://orcid.org/0000-0003-1624-1127

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