Steel and Composite Structures

  • 제29권4호
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  • Pages.545-555
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Flexural behavior of precast concrete wall - steel shoe composite assemblies with dry connection

  • Wu, Xiangguo (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology) ;
  • Xia, Xinlei (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology) ;
  • Kang, Thomas H.K. (Department of Architecture and Architectural Engineering at Seoul National University) ;
  • Han, Jingcheng (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology) ;
  • Kim, Chang-Soo (School of Architecture, Seoul National University of Science and Technology)
  • 투고 : 2018.05.05
  • 심사 : 2018.10.24
  • 발행 : 2018.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

This study aimed to investigate the flexural behavior of precast concrete (PC) wall - steel shoe composite assemblies with various dry connection details at mid-span. Flexural tests were performed for five scenarios. Test parameters included the width of test specimens, arrangement of steel shoe connectors, and use of structural adhesive or waterproof tape at the mid-span joint. The test results showed that the PC wall - steel shoe composite assemblies joined at mid-span showed flexural damage patterns combined with rotational deformation, and the structural performance was satisfactory regardless of the arrangement of steel shoe connectors. Considering the two deformation components (flexural deformation by bending and rotational deformation due to joint opening), a theoretical model was proposed to analyze flexural strength and joint opening, and the simple model gave good predictions with acceptable accuracy.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, NSFC-NRF, Ministry of Housing and Urban-Rural Development of P.R.C, Heilongjiang Province Natural Science Fund

참고문헌

  1. ACI Committee 318 (2014), Building Code Requirements for Structural Concrete and Commentary (ACI 318), American Concrete Institute; Farmington Hills, MI, USA.
  2. American Society for Testing and Materials (2009), Standard Test Methods for Tension Testing of Metallic Materials (ASTM E8), American Society for Testing and Materials; West Conshohocken, PA, USA.
  3. American Society for Testing and Materials (2011), Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) (ASTM C109); American Society for Testing and Materials; West Conshohocken, PA, USA.
  4. Aparicio, A.C., Ramos, G. and Casas, J.R. (2002), "Testing of externally prestressed concrete beams", Eng. Struct., 24, 73-84. https://doi.org/10.1016/S0141-0296(01)00062-1
  5. Centre for Advanced Engineering (CAE) (1999), Guidelines for the Use of Structural Precast Concrete in Buildings; Wickliffe Press, New Zealand.
  6. Cheng, C.T. (2008), "Seismic behavior of post-tensioned precast reinforced concrete beam-to-column connections", Compute. Concrete, Int. J., 5(6), 525-544.
  7. Elliott, K.S. (2002), Precast Concrete Structures, Butterworth-Heineme, Woburn, MA, USA.
  8. Englekirk, R.E. (2003), Seismic Design of Reinforced and Precast Concrete Buildings, John Wiley & Sons, Inc., Hoboken, NJ, USA.
  9. European Committee for Standardization (2004), Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (Eurocode 2); Brussels, Belgium.
  10. Han, C., Li, Q., Wang, X., Jiang, W. and Li, W. (2016), "Research on rotation capacity of the new precast concrete assemble beamcolumn joints", Steel Compos. Struct., Int. J., 22(3), 613-625. https://doi.org/10.12989/scs.2016.22.3.613
  11. International Federation for Structural Concrete (fib) (2008), fib Bulletin 43: Structural Connections for Precast Concrete Buildings, Sprint-Digital-Druck, Stuttgart, Germany.
  12. Jiang, H., Cao, Q., Liu, A., Wang, T. and Qiu, Y. (2016a), "Flexural behavior of precast concrete segmental beams with hybrid tendons and dry joints", Constr. Build. Mater., 110, 1-7. https://doi.org/10.1016/j.conbuildmat.2016.02.003
  13. Jiang, H., Chen, Y., Liu, A., Wang, T. and Fang, Z. (2016b), "Effect of high-strength concrete on shear behavior of dry joints in precast concrete segmental bridges", Steel Compos. Struct., Int. J., 22(5), 1019-1038. https://doi.org/10.12989/scs.2016.22.5.1019
  14. Joint Research Centre (JRC) (2012), Design Guidelines for Connections of Precast Structures under Seismic Actions; European Union, Luxembourg.
  15. Kang, T.H.-K., Kim, W., Kwak, Y.-K. and Hong, S.-G. (2014), "Flexural testing of reinforced concrete beams with recycled concrete aggregates", ACI Struct. J., 111(3), 607-616. https://doi.org/10.14359/51686622
  16. Lee, J.D., Yoon, J.K. and Kang, T.H.-K. (2016), "Combined half precast concrete slab and post-tensioned slab topping system for basement parking structures", J. Struct. Integrity Maint., 1(1), 1-9. https://doi.org/10.1080/24705314.2016.1153281
  17. Lim, Y.W. and Hong, S.G. (2014), "Cyclic loading tests for precast concrete cantilever walls with C-type connections", Earthq. Struct., Int. J., 7(5), 753-777. https://doi.org/10.12989/eas.2014.7.5.753
  18. National Standard of People's Republic of China (2003), Standard for Test Method of Mechanical Properties on Ordinary Concrete (GB/T 50081); China Construction Industry Press; Beijing, China. [In Chinese]
  19. Ousalem, H., Ishikawa, Y., Kimura, H., Kusaka, T., Yanagisawa, N. and Okamoto, K. (2009), "Seismic performance and flexural stiffness variation of assembled precast high-strength concrete beam jointed at mid-span using transverse bolts", J. Adv. Concrete Technol., 7(2), 205-216. https://doi.org/10.3151/jact.7.205
  20. PCI Industry Handbook Committee (PCI) (2004), PCI Design Handbook, (6th Edition), Precast/Prestressed Concrete Institute, Chicago, IL, USA.
  21. Peikko Group Corporation (2016), Concrete Connections: Product Catalogue, Peikko Group, Finland.
  22. Saibabu, S., Srinivas, V., Sasmal, S., Lakshmanan, N. and Iyer, N.R. (2013), "Performance evaluation of dry and epoxy jointed segmental prestressed box girders under monotonic and cyclic loading", Constr. Build. Mater., 38, 931-940. https://doi.org/10.1016/j.conbuildmat.2012.09.068
  23. Vaghei, R., Hejazi, F., Taheri, H., Jaafar, M.S. and Ali, A.A.A. (2016), "A new precast wall connection subjected to monotonic loading", Comput. Concrete, Int. J., 17(1), 1-27. https://doi.org/10.12989/cac.2016.17.1.001
  24. Wight, J.K. and MacGregor, J.G. (2011), Reinforced Concrete: Mechanics & Design, (6th Edition), Pearson Education, Inc., Upper Saddle River, NJ, USA.