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Restoring-force model of modified RAC columns with silica fume and hybrid fiber

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Abstract

In order to establish a restoring-force model for modified concrete columns with recycled aggregates concrete (RAC), cyclic loading tests were carried out on five concretes with RAC columns and ordinary concrete frame columns under the combined influence with different admixtures and admixtures ratios (silica fume and hybrid fiber). The expressions for characteristic nodes of the skeleton curve were given by the analysis and numerical regression of the test results. In addition, the hysteretic rules of the restoring-force model and the expression for unloading stiffness were presented. Finally, we summed up the complete calculation method of the hysteretic restoring force, whose results were in good agreement with experiment. The results demonstrated that the proposed model could simulate and reflect the corresponding hysteretic behaviors, and the calculation method can provide the theoretical basis for the engineering application.

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References

  1. WORDEN K, TOMLINSON G R. Nonlinearity in structural dynamics: Detection, dentification and modeling [M]. Bristol, UK: Institute of Phsysics Publishing, 2001.

    Book  MATH  Google Scholar 

  2. YE Kang-sheng, WU Ke-wei. Elasto-plastic large displacement analysis of spatial skeletal structures [J]. Engineering Mechanics, 2013, 30(11): 1–8. DOI:10.6052/j.issn.1000-4750.2012.06.0436.

    Google Scholar 

  3. KERSCHEN G, WORDEN K, VAKAKIS A F, GOLINVAL J C. Past, present and future of nonlinear system identification in structural dynamics [J]. Mechanical Systems and Signal Processing, 2007, 20(3): 505–592. DOI: 10.1016/j.ymssp.2005.04.008.

    Article  Google Scholar 

  4. YIN Hua-wei, WANG Meng-fu, ZHOU Xi-yuan. Studies and improvements on structural static pushover analysis method [J]. Engineering Mechanics, 2003, 20(4): 45–49. (in Chinese)

    Google Scholar 

  5. GUO Zi-xiong, YANG Yong. State-of-the-art of restoring force models for RC structures [J]. World Earthquake Engineering, 2004, 20(4): 47–51. (in Chinese)

    Google Scholar 

  6. JUN Zhao, DUN Hua-hua. A restoring-force model for steel fiber reinforced concrete shear walls [J]. Engineering Structures, 2014, 75: 469–476. DOI:10.1016/j.engstruct.2014.06.013.

    Article  Google Scholar 

  7. ZHANG Bo, WANG She-liang. Influence of crush value index on compressive strength of recycled aggregate concrete [J]. Industrial construction, 2013, 43(11): 1–6. (in Chinese)

    Google Scholar 

  8. ZHOU Hong-min, CHAI Jun, CHAI Hua. Introduction of recycled aggregate concrete technology and current research situation [J]. Concrete, 2008(12): 75–76. (in Chinese)

    Google Scholar 

  9. BRANGT A M. Fiber reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering [J]. Composite Structures, 2008, 86(1–3): 3–9. DOI:10.1016/j.compstruct.2008.03.2006.

    Article  Google Scholar 

  10. XIAO Jian-zhuang, WANG Chang-chun, DING Tao. Study and evaluation on the seismic performance of recycled aggregate concrete frame [J]. China Civil Engineering Journal, 2013, 43(8): 55–66. (in Chinese)

    Google Scholar 

  11. SUMAIYA B H, M SHAHRIA A. Mechanical behavior of three generations of 100% repeated recycled coarse aggregate concrete [J]. Construction and Building Materials, 2014, 65(29): 574–582. DOI:10.1016/j.conbuildmat.2014.05.010.

    Google Scholar 

  12. WANG She-liang, YU Yang, ZHANG Bo. Experimental study on influence of mechanic properties of recycled concrete by fly ash and silica fume [J]. Concrete, 2011(12): 53–55. (in Chinese)

    Article  Google Scholar 

  13. SHANNAG M J. High strength concrete containing natural pozzolan and silica fume [J]. Cement & Concrete Composites, 2000, 22(6): 399–406. DOI:10.1016/S0958-9465(00)00037-8.

    Article  Google Scholar 

  14. ATIS C D, OZCAN F, KILIC A, KARAHAN O, BILIM C, SEVERCAN M H. Influence of dry and wet curing conditions on compressive strength of silica fume concrete [J]. Building and Environment, 2005, 40(12): 1678–1683. DOI: 10.1016/j.buildenv.2004.12.005.

    Article  Google Scholar 

  15. WEI Cui-mei, XU Li-hua, HUANG Le. Experimental study on restoring force models for steel-polypropylene hybrid fiber reinforced concrete columns [J]. China Civil Engineering Journal, 2014, 47(2): 227–234. (in Chinese)

    Google Scholar 

  16. YU Yu-zhen, DENG Li-jun, SUN Xun. Centrifuge modeling of dynamic behavior of pile-reinforced slopes during earthquakes [J]. Journal of Central South University, 2010, 17(5): 1070–1078. DOI: 10.1007/s11771-010-0599-9.

    Article  Google Scholar 

  17. AKÇA K R, ÖZGÜR ÇAKIR, İPEK M. Properties of polypropylene fiber reinforced concrete using recycled aggregates [J]. Construction and Building Materials, 2015, 98: 620–630. DOI:10.1016/j.conbuildmat.2015.08.133.

    Article  Google Scholar 

  18. XIE Jian-he, GUO Yong-chang LIU Li-sha. Compressive and flexural behaviors of a new steel-fiber-reinforced recycled aggregate concrete with crumb rubber [J]. Construction and Building Materials, 2015, 79: 263–272. DOI: 10.1016/j.conbuildmat.2015.01.036.

    Article  Google Scholar 

  19. ZHU Hai-tang, GAO Dan-ying, WANG Zhan-qiao. Experimental study on fracture properties of hybrid fiber reinforced high-strength concrete [J]. Journal of Building Structures, 2010, 31(1): 41–46. (in Chinese)

    Google Scholar 

  20. GB 50152–1992. Standard methods for testing of concrete structures [S]. (in Chinese)

  21. JGJ 101–96. Specification of testing methods for earthquake resistant building [S]. 1997. (in Chinese)

  22. GUO Zhen-hai, SHI Xu-dong. Reinforced concrete theory and analysis [M]. Beijing: Tsinghua University Press, 2003. (in Chinese)

    Google Scholar 

  23. PENIZEN J. Dynamic response of elastic-plastic frames [J]. Journal of Structural Division, ASCE, 1962, 88(ST7): 1322–1340.

    Google Scholar 

  24. CLOUGH R W, JOHNSTON S B. Effect of stiffness degradation on earthquake ductility requirements [C]//Proceedings of the 2nd Japan Earthquak Engineering Symposium. Tokyo: JSCE, 1966: 37–44.

    Google Scholar 

  25. TAKEDA T, SOZEN M A, NIELSON N N. Reinforced concrete response to simulated earthquakes [J]. Journal of Structural Division, ASCE, 1970, 96(ST12): 2557–2572. DOI:10.1017/CBO9781107415324.004.

    Google Scholar 

  26. ZHU Bo-long, ZHANG Kun-lian. A study of restoring force characteristics of reinforced concrete flexural members with a constant axial load [J]. Journal of Tongji University, 1981, 9(2): 1–10. (in Chinese)

    Google Scholar 

  27. LIANG Xing-wen, WANG She-liang, LI Xiao-wen. Design principle of concrete structure [M]. Beijing: Science Press, 2007. (in Chinese)

    Google Scholar 

  28. PARK Y, ANG A H. Mechanistic seismic damage model for reinforced concrete [J]. Journal of Structural Engineering,1985, 111(4): 722–739. DOI: 10.1061/(ASCE)0733-9445(1985)111: 4(722).

    Article  Google Scholar 

  29. QI Yue, ZHENG Wen-zhong. Restoring-force model of load versus displacement for concrete columns with high strength core [J]. Journal of Harbin Institute of Technology, 2010, 42(4): 531–535. (in Chinese)

    Google Scholar 

  30. KANG J W, LEE J. A new damage index for seismic fragility analysis of reinforced concrete columns [J]. Structural engineering and mechanics, 2016, 60: 875–890. DOI: 10.12989/sem.2016.60.5. 875.

    Article  Google Scholar 

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Author information

Authors and Affiliations

  1. School of Environmental and Chemical Engineering, Xi’an Polytechnic University, Xi’an, 710048, China

    Tao Yang  (杨涛)

  2. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, China

    She-liang Wang  (王社良) & Wei Liu  (刘伟)

  3. Academy of Building Research of Shaanxi Provincial, Xi’an, 710082, China

    Wei Liu  (刘伟)

Authors
  1. Tao Yang  (杨涛)
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  2. She-liang Wang  (王社良)
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  3. Wei Liu  (刘伟)
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Corresponding author

Correspondence to Tao Yang  (杨涛).

Additional information

Foundation item: Project(51178388) supported by the National Natural Science Foundation of China; Project(2013SZS01-Z02) supported by Key Laboratory Fund of Shaanxi Province, China

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Yang, T., Wang, Sl. & Liu, W. Restoring-force model of modified RAC columns with silica fume and hybrid fiber. J. Cent. South Univ. 24, 2674–2684 (2017). https://doi.org/10.1007/s11771-017-3680-9

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  • DOI: https://doi.org/10.1007/s11771-017-3680-9

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