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Numerical investigation of precast reinforced concrete beam–to–column joints by replaceable damper

Year 2022, Volume 7, Issue 2, 81 - 87, 28.06.2022
https://doi.org/10.47481/jscmt.1117101

Abstract

This study aimed to investigate the precast reinforced concrete beam-to-column joints behaviors through the replaceable damper under cyclic loading. The precast concrete specimens have been embedded with steel reinforcement and specially shaped connectors. After the application of the replaceable damper under cyclic loading, the energy dissipation part has acted very well and increased the bearing capacity of precast specimens. The precast concrete beam–to–column joints were designed and analyzed to compare with the reinforced concrete (RC) specimen. The analysis result of the loading based on the controlled displacement method has illustrated that the precast specimen model with damper has shown a greater hysteric behavior than the RC frame. the PS-1 is passed the 2.8% chord rotation approximately, which showed better performance, and higher resistance than the RC specimen. The efficiency of the PS–1 specimen with a special connection has been elaborated with the finite element method (FEM) and simulated by ABAQUS software.

References

  • Jaillon, L., Poon, C., & Chiang, Y. (2009). Quantifying the waste reduction potential of using prefabrication in building construction in Hong Kong. Waste Management, 29(1), 309–320. https://doi.org/10.1016/j.wasman.2008.02.015
  • Yee, A. A. (2001). Social and Environmental Benefits of Precast Concrete Technology. PCI Journal, 46(3), 14–19. https://doi.org/10.15554/pcij.05012001.14.19
  • Breccolotti, M., Gentile, S., Tommasini, M., Materazzi, A. L., Bonfigli, M. F., Pasqualini, B., Colone, V., & Gianesini, M. (2016). Beam-column joints in continuous RC frames: Comparison between cast-in-situ and precast solutions. Engineering Structures, 127, 129–144. https://doi.org/10.1016/j.engstruct.2016.08.018
  • Dyke, S. J., Spencer, B. F., Sain, M. K., & Carlson, J. D. (1998). An experimental study of MR dampers for seismic protection. Smart Materials and Structures, 7(5), 693–703. https://doi.org/10.1088/0964-1726/7/5/012
  • M. J. N. (1988). Research Needs for Precast Seismic Structural Systems. Structural Systems Research Report No. SSRP-88/06, University of California, San Diego, CA, August.
  • Şermet, F., Ercan, E., Hökelekli, E., Arisoy, B. (2020). Cyclic behavior of composite column-reinforced concrete beam joints. Sigma J Eng & Nat Sci 38 (3), 2020, 1427-1445.
  • Morgen, B. G., & Kurama, Y. C. (2007). Seismic Design of Friction-Damped Precast Concrete Frame Structures. Journal of Structural Engineering, 133(11), 1501–1511. https://doi.org/10.1061/(asce)0733-9445(2007)133:11(1501)
  • Morgen, B. G., & Kurama, Y. C. (2004). A Friction Damper for Post-Tensioned Precast Concrete Moment Frames. PCI Journal, 49(4), 112–133. https://doi.org/10.15554/pcij.07012004.112.133
  • Vardar, T., Altan, M. F., & Naimi, S. (2017). Economic and Technological Evaluation of Transportation System, New Trends. Journal of Sustainable Construction Materials and Technologies, 1(1), 83–88. https://doi.org/10.29187/jscmt.2018.11
  • Elliot, S., Bucklow, I. A., & Wallach, E. R. (1980). An examination of diffusion bonded interfaces in a mild steel. Journal of Materials Science, 15(11), 2823–2833. https://doi.org/10.1007/bf00550552
  • Olbak, M., NAİMİ, S. (2016). Kentsel Dönüşüm UygulanmÕş 5 KatlÕ İki YapÕ Örneğinin Deneysel Verileri KullanÕlarak Doğrusal Olmayan Analiz Yöntemleri İle Güçlendirme SonuçlarÕnÕn İrdelenmesi. İstanbul Aydın Üniversitesi Dergisi 31, (2016) (145-166).
  • Wang, C. L., Liu, Y., & Zhou, L. (2018). Experimental and numerical studies on hysteretic behavior of all-steel bamboo-shaped energy dissipaters. Engineering Structures, 165, 38–49. https://doi.org/10.1016/j.engstruct.2018.02.078
  • Shariatmadar H, Beydokhti EZ(2014). An investigation of seismic response of precast concrete beam to column connections: experimental study. Asian journal of civil engineering (bhrc) vol. 15, no. 1 (2014) pages 41-59
  • Xu, L. H., Fan, X. W., & Li, Z. X. (2016). Cyclic behavior and failure mechanism of self-centering energy dissipation braces with pre-pressed combination disc springs. Earthquake Engineering & Structural Dynamics, 46(7), 1065–1080. https://doi.org/10.1002/eqe.2844
  • Noroozinejad Farsangi., E. (2010). Connections behaviour in precast concrete structures due to seismic loading. GU J Sci 23(3):315-325 (2010)
  • Li, Z., Qi, Y., & Teng, J. (2020). Experimental investigation of prefabricated beam-to-column steel joints for precast concrete structures under cyclic loading. Engineering Structures, 209, 110217. https://doi.org/10.1016/j.engstruct.2020.11021
  • Li, Y., Geng, F., Ding, Y., & Wang, L. (2020). Experimental and numerical study of low-damage self-centering precast concrete frame connections with replaceable dampers. Engineering Structures, 220, 111011. https://doi.org/10.1016/j.engstruct.2020.111011
  • Huang, X., Zhou, Z., Xie, Q., Guo, C., & Li, C. (2018). Seismic Analysis of Friction-Damped Self-Centering Coupled-Beams for Moment-Resisting-Frames without Floor Elongation. Journal of Earthquake and Tsunami, 12(05), 1850012. https://doi.org/10.1142/s1793431118500124
  • Huang, L., Zhou, Z., Huang, X., & Wang, Y. (2020). Variable friction damped self-centering precast concrete beam–column connections with hidden corbels: Experimental investigation and theoretical analysis. Engineering Structures, 206, 110150. https://doi.org/10.1016/j.engstruct.2019.110150
  • GB/T 228.1. (2010). Metallic materials-tensile testing-Part 1: method of test at room temperature. Beijing, China: Standard Press; 2010 [in Chinese].
  • GB/T 50081. (2002). Standard for test method of mechanical properties on ordinary concrete. Beijing: China Architecture & Building Press; 2003 [in Chinese].
  • GB/T50081. (2002). General administration of quality supervision, inspection and quarantine of the people’s republic of China. Standard for test method of mechanical properties on ordinary concrete. Beijing: China Architecture & Building Press; 2003 [in Chinese].

Year 2022, Volume 7, Issue 2, 81 - 87, 28.06.2022
https://doi.org/10.47481/jscmt.1117101

Abstract

References

  • Jaillon, L., Poon, C., & Chiang, Y. (2009). Quantifying the waste reduction potential of using prefabrication in building construction in Hong Kong. Waste Management, 29(1), 309–320. https://doi.org/10.1016/j.wasman.2008.02.015
  • Yee, A. A. (2001). Social and Environmental Benefits of Precast Concrete Technology. PCI Journal, 46(3), 14–19. https://doi.org/10.15554/pcij.05012001.14.19
  • Breccolotti, M., Gentile, S., Tommasini, M., Materazzi, A. L., Bonfigli, M. F., Pasqualini, B., Colone, V., & Gianesini, M. (2016). Beam-column joints in continuous RC frames: Comparison between cast-in-situ and precast solutions. Engineering Structures, 127, 129–144. https://doi.org/10.1016/j.engstruct.2016.08.018
  • Dyke, S. J., Spencer, B. F., Sain, M. K., & Carlson, J. D. (1998). An experimental study of MR dampers for seismic protection. Smart Materials and Structures, 7(5), 693–703. https://doi.org/10.1088/0964-1726/7/5/012
  • M. J. N. (1988). Research Needs for Precast Seismic Structural Systems. Structural Systems Research Report No. SSRP-88/06, University of California, San Diego, CA, August.
  • Şermet, F., Ercan, E., Hökelekli, E., Arisoy, B. (2020). Cyclic behavior of composite column-reinforced concrete beam joints. Sigma J Eng & Nat Sci 38 (3), 2020, 1427-1445.
  • Morgen, B. G., & Kurama, Y. C. (2007). Seismic Design of Friction-Damped Precast Concrete Frame Structures. Journal of Structural Engineering, 133(11), 1501–1511. https://doi.org/10.1061/(asce)0733-9445(2007)133:11(1501)
  • Morgen, B. G., & Kurama, Y. C. (2004). A Friction Damper for Post-Tensioned Precast Concrete Moment Frames. PCI Journal, 49(4), 112–133. https://doi.org/10.15554/pcij.07012004.112.133
  • Vardar, T., Altan, M. F., & Naimi, S. (2017). Economic and Technological Evaluation of Transportation System, New Trends. Journal of Sustainable Construction Materials and Technologies, 1(1), 83–88. https://doi.org/10.29187/jscmt.2018.11
  • Elliot, S., Bucklow, I. A., & Wallach, E. R. (1980). An examination of diffusion bonded interfaces in a mild steel. Journal of Materials Science, 15(11), 2823–2833. https://doi.org/10.1007/bf00550552
  • Olbak, M., NAİMİ, S. (2016). Kentsel Dönüşüm UygulanmÕş 5 KatlÕ İki YapÕ Örneğinin Deneysel Verileri KullanÕlarak Doğrusal Olmayan Analiz Yöntemleri İle Güçlendirme SonuçlarÕnÕn İrdelenmesi. İstanbul Aydın Üniversitesi Dergisi 31, (2016) (145-166).
  • Wang, C. L., Liu, Y., & Zhou, L. (2018). Experimental and numerical studies on hysteretic behavior of all-steel bamboo-shaped energy dissipaters. Engineering Structures, 165, 38–49. https://doi.org/10.1016/j.engstruct.2018.02.078
  • Shariatmadar H, Beydokhti EZ(2014). An investigation of seismic response of precast concrete beam to column connections: experimental study. Asian journal of civil engineering (bhrc) vol. 15, no. 1 (2014) pages 41-59
  • Xu, L. H., Fan, X. W., & Li, Z. X. (2016). Cyclic behavior and failure mechanism of self-centering energy dissipation braces with pre-pressed combination disc springs. Earthquake Engineering & Structural Dynamics, 46(7), 1065–1080. https://doi.org/10.1002/eqe.2844
  • Noroozinejad Farsangi., E. (2010). Connections behaviour in precast concrete structures due to seismic loading. GU J Sci 23(3):315-325 (2010)
  • Li, Z., Qi, Y., & Teng, J. (2020). Experimental investigation of prefabricated beam-to-column steel joints for precast concrete structures under cyclic loading. Engineering Structures, 209, 110217. https://doi.org/10.1016/j.engstruct.2020.11021
  • Li, Y., Geng, F., Ding, Y., & Wang, L. (2020). Experimental and numerical study of low-damage self-centering precast concrete frame connections with replaceable dampers. Engineering Structures, 220, 111011. https://doi.org/10.1016/j.engstruct.2020.111011
  • Huang, X., Zhou, Z., Xie, Q., Guo, C., & Li, C. (2018). Seismic Analysis of Friction-Damped Self-Centering Coupled-Beams for Moment-Resisting-Frames without Floor Elongation. Journal of Earthquake and Tsunami, 12(05), 1850012. https://doi.org/10.1142/s1793431118500124
  • Huang, L., Zhou, Z., Huang, X., & Wang, Y. (2020). Variable friction damped self-centering precast concrete beam–column connections with hidden corbels: Experimental investigation and theoretical analysis. Engineering Structures, 206, 110150. https://doi.org/10.1016/j.engstruct.2019.110150
  • GB/T 228.1. (2010). Metallic materials-tensile testing-Part 1: method of test at room temperature. Beijing, China: Standard Press; 2010 [in Chinese].
  • GB/T 50081. (2002). Standard for test method of mechanical properties on ordinary concrete. Beijing: China Architecture & Building Press; 2003 [in Chinese].
  • GB/T50081. (2002). General administration of quality supervision, inspection and quarantine of the people’s republic of China. Standard for test method of mechanical properties on ordinary concrete. Beijing: China Architecture & Building Press; 2003 [in Chinese].

Details

Primary Language English
Subjects Civil Engineering
Journal Section Articles
Authors

Yalda DEHQAN NEZHAD This is me
ISTANBUL AYDIN UNIVERSITY, FACULTY OF ENGINEERING
0000-0001-9899-6157
Türkiye


Sepanta NAİMİ> (Primary Author)
ALTINBAS UNIVERSITY, FACULTY OF ENGINEERING-ARCHITECTURE
0000-0001-8641-7090
Türkiye

Publication Date June 28, 2022
Application Date May 15, 2022
Published in Issue Year 2022, Volume 7, Issue 2

Cite

APA Dehqan Nezhad, Y. & Naimi, S. (2022). Numerical investigation of precast reinforced concrete beam–to–column joints by replaceable damper . Journal of Sustainable Construction Materials and Technologies , 7 (2) , 81-87 . DOI: 10.47481/jscmt.1117101

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Journal of Sustainable Construction Materials and Technologies is open access journal under the CC BY-NC license  (Creative Commons Attribution 4.0 International License)

Based on a work at https://dergipark.org.tr/en/pub/jscmt

E-mail: jscmt@yildiz.edu.tr