Technical Papers
Mar 27, 2019

Dynamic Response of Concrete Frames Including Plain Ductile Cementitious Composites

Publication: Journal of Structural Engineering
Volume 145, Issue 6

Abstract

Ultrahigh ductile cementitious composites (UHDCC) developed by the authors has the tensile strain capacity up to 10%. Considering UHDCC has deformability close to steel used for the reinforcement of the concrete, the authors tried to study the feasibility of using plain UHDCC in civil engineering construction. In the present study, shaking table tests were conducted on two one-quarter–scale two-story frame models. One was a reference frame made of reinforced concrete (RC), while the other was a frame, of which all the seismic-vulnerable parts were made of plain UHDCC and the rest parts were inherited from the reference RC frame. The RC frame and UHDCC frame were exposed to a series of scaled earthquakes with the peak ground acceleration ranging from 0.105g to 1.178g. The seismic capacities of two frames were evaluated in terms of damage pattern, interstory shear-drift behavior and residual drift. It is indicated that the UHDCC frame had a similar seismic resistance capacity to the reference RC frame and performed even better in vibration control. According to the acquired dynamic characteristics and tensile strain, a preliminarily explanation was given to the seismic performances of the UHDCC frame. Finally, according to the relevant provisions in various seismic codes, the seismic performance level of the UHDCC frame was estimated.

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Acknowledgments

The authors gratefully acknowledge Projects 51478362 and 51778461, which are supported by the National Natural Science Foundation of China. This research is also funded (2016-KF08) by the Shanghai Key Laboratory of Engineering Structure Safety (SRIBS), China.

References

ASCE. 2007. Seismic rehabilitation of existing buildings. ASCE/SEI 41-06. Reston, VA: ASCE.
Billington, S. L., and J. K. Yoon. 2004. “Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete.” J. Bridge Eng. 9 (4): 353–363. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:4(353).
Clough, R. W., J. Penzien, and D. S. Griffin. 1993. Dynamics of structures. 2nd ed. New York: McGraw-Hill.
Ding, Y., J. T. Yu, K. Q. Yu, and S. L. Xu. 2018a. “Basic mechanical properties of ultra-high ductility cementitious composites: From 40 MPa to 120 MPa.” Compos. Struct. 185 (Feb): 634–645. https://doi.org/10.1016/j.compstruct.2017.11.034.
Ding, Y., K. Yu, J. Yu, and S. Xu. 2018b. “Structural behaviors of ultra-high performance engineering cementitious composites (UHP-ECC) beams subjected to bending—Experimental study.” Constr. Build. Mater. 177 (Jul): 102–115. https://doi.org/10.1016/j.conbuildmat.2018.05.122.
Dong, L., J. Pan, F. Yuan, and C. K. Y. Leung. 2012. “Flexural behaviors of steel reinforced ECC/concrete composite beams.” Mem. Am. Math. Soc. 141 (671): 297–300.
Fischer, G. 2003. “Intrinsic response control of moment-resisting frames utilizing advanced composite materials and structural elements.” ACI Struct. J. 100 (2): 166–176.
Fischer, G., and V. C. Li. 2002. “Effect of matrix ductility on deformation behavior of steel-reinforced ECC flexural members under reversed cyclic loading conditions.” ACI Struct. J. 99 (6): 781–790.
Harris, H. G., and G. M. Sabnis. 1999. Structural modeling and experimental techniques. 2nd ed. Boca Raton, FL: CRC Press.
Herrmann, A. W. 2013. “ASCE 2013 report card for America’s infrastructure.” In Vol. 99 of Proc., IABSE Symp. Report, 9–10. Zurich, Switzerland.: International Association for Bridge and Structural Engineering.
ISO. 2008. Steel for the reinforcement of concrete. Part 2: Ribbed bars. ISO 6935-2: 2015. Beijing: NEQ, China Construction Industry Press.
James, K. W., and G. M. James. 2011. Reinforced concrete mechanics and design. 6th ed. Upper Saddle River, NJ: Prentice-Hall.
Japan Road Association. 2002. Design specifications of highway bridges Part V: Seismic design. Tokyo: Ministry of Land, Infrastructure, Transportation and Tourism.
Jiang, H., B. Fu, and L. Chen. 2013. “Damage-control seismic design of moment-resisting RC frame buildings.” J. Asian Archit. Build. Eng. 12 (1): 49–56. https://doi.org/10.3130/jaabe.12.49.
JSCE (Japan Society of Civil Engineers). 2008. JSCE recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks. Tokyo: JSCE.
Kesner, K., and S. L. Billington. 2005. “Investigation of infill panels made from engineered cementitious composites for seismic strengthening and retrofit.” J. Struct. Eng. 131 (11): 1712–1720. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:11(1712).
Khuntia, M., and S. C. Goel. 1998. “FRC-encased steel joist composite beams under reversed cyclic loading.” J. Struct. Eng. 124 (10): 1115–1124. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:10(1115).
Li, V. C. 2003. “On engineered cementitious composites (ECC).” J. Adv. Concr. Technol. 1 (3): 215–230. https://doi.org/10.3151/jact.1.215.
Li, V. C., and S. X. Wang. 2002. “Flexural behaviors of glass fiber-reinforced polymer (GFRP) reinforced engineered cementitious composite beams.” ACI Mater. J. 99 (1): 11–21.
Lu, C., V. C. Li, and C. Leung. 2018. “Flaw characterization and correlation with cracking strength in engineered cementitious composites (ECC).” J. Cem. Concr. Res. 107 (May): 64–74. https://doi.org/10.1016/j.cemconres.2018.02.024.
Naaman, A. E. 2003. “Engineered steel fibers with optimal properties for reinforcement of cement composites.” J. Adv. Concr. Technol. 1 (3): 241–252. https://doi.org/10.3151/jact.1.241.
NZS (Standards New Zealand). 1995. Concrete structures standard, Part 1: The design of concrete structures. NZS3101. Wellington, New Zealand: Standards Council.
Pan, J., C. Mo, X. Li, and J. Chen. 2017. “Seismic behaviors of steel reinforced ECC/RC composite columns under low-cyclic loading.” J. Southeast Univ. 33 (1): 70–78. https://doi.org/10.3969/j.issn.1003-7985.2017.01.012.
Parra-Montesinos, G. J., P. Dasgupta, and S. C. Goel. 2005. “Development of connections between hybrid steel truss-FRC beams and RC columns for precast earthquake-resistant framed construction.” Eng. Struct. 27 (13): 1931–1941. https://doi.org/10.1016/j.engstruct.2005.06.017.
Perkins, I., and M. Skitmore. 2015. “Three-dimensional printing in the construction industry: A review.” Int. J. Constr. Manage. 15 (1): 1–9. https://doi.org/10.1080/15623599.2015.1012136.
SAC (Standardization Administration of China). 2008. Standard for classification of seismic protection of building constructions. [In Chinese.] GB 50223. Beijing: China Architecture and Building Press.
SAC (Standardization Administration of China). 2016. Code for seismic design of buildings. GB 50011. Beijing: China Architecture and Building Press.
Shannag, M. J., N. Abu-Dyya, and G. Abu-Farsakh. 2005. “Lateral load response of high performance fiber reinforced concrete beam-column joints.” Constr. Build. Mater. 19 (7): 500–508. https://doi.org/10.1016/j.conbuildmat.2005.01.007.
Su, S. 2018. “Experimental and numerical simulation study on seismic behavior of members with UHDCC.” [In Chinese.] Master thesis, Dept. of Disaster Mitigation for Structures, Tongji Univ.
Varela, S., and M. Saiidi. 2014. “Dynamic performance of novel bridge columns with superelastic CuAlMn shape memory alloy and ECC.” Int. J. Bridge Eng. 2 (3): 29–58.
Wu, C., and V. C. Li. 2017. “CFRP-ECC hybrid for strengthening of the concrete structures.” J. Compos. Struct. 178 (Oct): 372–382. https://doi.org/10.1016/j.compstruct.2017.07.034.
Wu, C., Z. Pan, R. K. L. Su, C. K. Y. Leung, and S. Meng. 2017. “Seismic behavior of steel reinforced ECC columns under constant axial loading and reversed cyclic lateral loading.” Mater. Struct. 50 (1): 78. https://doi.org/10.1617/s11527-016-0947-9.
Yu, J., J. Lin, Z. Zhang, and V. C. Li. 2015. “Mechanical performance of ECC with high-volume fly ash after sub-elevated temperatures.” Constr. Build. Mater. 99 (Nov): 82–89. https://doi.org/10.1016/j.conbuildmat.2015.09.002.
Yu, K., L. Li, J. Yu, Y. Wang, J. Ye, and Q. Xu. 2018a. “Direct tensile properties of engineered cementitious composites: A review.” Constr. Build. Mater. 165 (Mar): 346–362. https://doi.org/10.1016/j.conbuildmat.2017.12.124.
Yu, K., L. Li, J. Yu, J. Xiao, J. Ye, and Y. Wang. 2018b. “Feasibility of using ultra-high ductility cementitious composites for concrete structures without steel rebar.” Eng. Struct. 170 (9): 11–20. https://doi.org/10.1016/j.engstruct.2018.05.037.
Yu, K., Y. Wang, J. Yu, and S. Xu. 2017. “A strain-hardening cementitious composites with the tensile capacity up to 8%.” Constr. Build. Mater. 137 (Apr): 410–419. https://doi.org/10.1016/j.conbuildmat.2017.01.060.
Yu, K., J. Yu, J. Dai, and Z. Lu. 2018c. “Development of ultra-high performance fiber-reinforced composites using polyethylene fibers.” Constr. Build. Mater. 158 (Jan): 217–227. https://doi.org/10.1016/j.conbuildmat.2017.10.040.
Yuan, F., J. Pan, Z. Xu, and C. K. Y. Leung. 2013. “A comparison of engineered cementitious composites versus normal concrete in beam-column joints under reversed cyclic loading.” Mater. Struct. 46 (1–2): 145–159. https://doi.org/10.1617/s11527-012-9890-6.
Zhang, Z., and Q. Zhang. 2017. “Self-healing ability of engineered cementitious composites (ECC) under different exposure environments.” Constr. Build. Mater. 156 (Dec): 142–151. https://doi.org/10.1016/j.conbuildmat.2017.08.166.
Zhang, Z., and Q. Zhang. 2018. “Matrix tailoring of engineered cementitious composites (ECC) with non-oil-coated, low tensile strength PVA fiber.” Constr. Build. Mater. 161 (Feb): 420–431. https://doi.org/10.1016/j.conbuildmat.2017.11.072.
Zhou, Y., X. Lu, W. Lu, and J. Qian. 2011. “Study on the seismic performance of a multi-tower connected structure.” Struct. Des. Tall Spec. Build. 20 (3): 387–401. https://doi.org/10.1002/tal.533.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 6June 2019

History

Received: Mar 13, 2018
Accepted: Sep 27, 2018
Published online: Mar 27, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 27, 2019

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Authors

Affiliations

Jiangtao Yu [email protected]
Associate Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Key Laboratory of Performance Evolution and Control for Engineering Structures, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Ph.D. Candidate, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China (corresponding author). Email: [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China. Email: [email protected]
Kequan Yu, M.ASCE [email protected]
Ph.D. Candidate, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China. Email: [email protected]

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