International Journal of Concrete Structures and Materials

  • 제10권4호
  • /
  • Pages.435-450
  • /
  • 2016
  • /
  • 1976-0485(pISSN)
  • /
  • 2234-1315(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
권호 표지
DOI QR코드

DOI QR Code

Mechanical Performance and Stress-Strain Relationships for Grouted Splices Under Tensile and Cyclic Loadings

  • Lin, Feng (Department of Structural Engineering, Tongji University) ;
  • Wu, Xiaobao (Department of Structural Engineering, Tongji University)
  • 투고 : 2016.01.04
  • 심사 : 2016.05.30
  • 발행 : 2016.12.30
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Experimental studies were conducted on 36 grouted splices to investigate their mechanical performance under four loading schemes: (1) incremental tensile loading, (2) repeated tensile loading, (3) cyclic loading at high stress, and (4) cyclic loading at large strain. Load-deformation responses of the grouted splices under cyclic loadings were featured with pinching effect and stiffness degradation compared to those responses under tensile loadings. The shape of the hysteresis loops of load-deformation curves was similar to that under incremental tensile loading. For the purpose of structural analysis, stress-strain relationships were presented for grouted splices under various loadings.

키워드

참고문헌

  1. Ameli, M. J., Parks, J. E., Brown, D. N., & Pantelides, C. P.(2015). Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column-to-cap beam joints in accelerated bridge construction. PCI Journal, 60(2), 80-103. https://doi.org/10.15554/pcij.03012015.80.103
  2. Einea, A., Yamane, T., & Tadros, M. K. (1995). Grout-filled pipe splices for precast concrete construction. PCI Journal, 40(1), 82-93.
  3. Hayashi, Y., Nakatsuka, T., Miwake, I., & Suzuki, K. (1997). Mechanical performance of grout-filled coupling steel sleeves under cyclic loads. Journal of Structural and Construction Engineering, Architectural Institute of Japan, 496, 91-98 (in Japanese).
  4. Henin, E., & Morcous, G. (2015). Non-proprietary bar splice sleeve for precast concrete construction. Engineering Structures, 83, 154-162. https://doi.org/10.1016/j.engstruct.2014.10.045
  5. ICC Evaluation Service Inc, AC133. (2014). Acceptance criteria for mechanical connector systems for steel reinforcing bars. Birmingham, AL: ICC Evaluation Service, Inc., AC133.
  6. International Federation for Structural Concrete. (2010). Model code 2010. Lausanne, Switzerland: FIB Bulletin.
  7. Jansson, P. O. (2008). Evaluation of grout-filled mechanical splices for precast concrete construction. Lansing, MI: Michigan Department of Transportation.
  8. JGJ355-2015. (2015). Technical specification for grout sleeve splicing of rebars. Beijing: Ministry of Housing and Urban-Rural Development of the People's Republic of China, China Architecture & Building Press.
  9. Kim, D. K. (2016). Seismic response analysis of reinforced concrete wall structure using macro model. International Journal of Concrete Structures and Materials. doi:10.1007/s40069-016-0131-1.
  10. Kim, H. K., & Lee, S. H. (2012). Lateral confining action of mortar-filled sleeve reinforcement splice. Structural Engineering and Mechanics, 41(3), 379-393. https://doi.org/10.12989/sem.2012.41.3.379
  11. Ling, J. H., Rahman, A. B. A., & Ibrahim, I. S. (2014). Feasibility study of grouted splice connector under tensile load. Construction and Building Materials, 50, 530-539. https://doi.org/10.1016/j.conbuildmat.2013.10.010
  12. Ling, J. H., Rahman, A. B. A., Ibrahim, I. S., et al. (2012). Behaviour of grouted pipe splice under incremental tensile load. Construction and Building Materials, 33, 90-98. https://doi.org/10.1016/j.conbuildmat.2012.02.001
  13. Ren, W., Sneed, L. H., Yang, Y., & He, R. (2015). Numerical simulation of prestressed precast concrete bridge deck panels using damage plasticity model. International Journal of Concrete Structures and Materials, 9(1), 45-54. https://doi.org/10.1007/s40069-014-0091-2
  14. Steuck, K. P., Eberhard, M. O., & Stanton, J. F. (2009). Anchorage of large-diameter reinforcing bars in ducts. ACI Structural Journal, 106(4), 506-513.
  15. Teng, Z. M., & Zou, L. X. (1996). Nonlinear finite element analysis of RC members under reversed cyclic loading. China Civil Engineering Journal, 29(2), 19-27 (in Chinese).
  16. Yee, A. (1973). New precast prestressed system saves money in Hawaii hotel. PCI Journal, 18(3), 10-13.

피인용 문헌

  1. An Experimental Study of Welded Bar Sleeve Wall Panel Connection under Tensile, Shear, and Flexural Loads vol.11, pp.3, 2016, https://doi.org/10.1007/s40069-017-0202-y
  2. Computational and Experimental Mechanical Modelling of a Composite Grouted Splice Sleeve Connector System vol.11, pp.2, 2018, https://doi.org/10.3390/ma11020306
  3. Dynamic Compressive and Tensile Characteristics of a New Type of Ultra-High-Molecular Weight Polyethylene (UHMWPE) and Polyvinyl Alcohol (PVA) Fibers Reinforced Concrete vol.2019, pp.None, 2019, https://doi.org/10.1155/2019/6382934
  4. Mechanical Analysis of Grouted Sleeve Lapping Connector vol.9, pp.22, 2019, https://doi.org/10.3390/app9224867
  5. Mechanical bar splices for incorporation in plastic hinge regions of RC members vol.258, pp.None, 2016, https://doi.org/10.1016/j.conbuildmat.2020.120308
  6. Experimental study on mechanical behavior of thermally damaged grouted sleeve splice under cyclic loading vol.21, pp.6, 2016, https://doi.org/10.1002/suco.202000092
  7. Shear strength and cracking mechanism of precast bridge columns with grouted sleeve connections vol.230, pp.None, 2016, https://doi.org/10.1016/j.engstruct.2020.111616
  8. Experimental study on seismic behavior of prefabricated RC frame joints with T-shaped columns vol.233, pp.None, 2021, https://doi.org/10.1016/j.engstruct.2021.111912
  9. Mechanical behaviours of heat-damaged grouted sleeve connections vol.122, pp.None, 2016, https://doi.org/10.1016/j.firesaf.2021.103345
  10. Experimental study on the mechanical properties of grouted sleeve joint with the fiber-reinforced grouting material vol.41, pp.None, 2016, https://doi.org/10.1016/j.jobe.2021.102691