Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
권호 표지
DOI QR코드

DOI QR Code

Hysteresis Behavior and Energy Dissipation in Accordance with the Corrugation Depth of the Trapezoidal-Corrugated Steel Plate

제형주름강판의 주름깊이에 따른 이력거동과 에너지 소산능력

  • 손수덕 (한국기술교육대학교 건축공학부) ;
  • 유미나 (한국건설기술연구원, 건축도시연구소) ;
  • 이승재 (한국기술교육대학교 건축공학부)
  • Received : 2016.08.24
  • Accepted : 2016.12.06
  • Published : 2016.12.30
⟨ Previous Next ⟩

Abstract

Trapezoidal-corrugated steel plate refers to a plate with horizontal and inclined panels that have been processed at a fixed angle. When this plate is used in a shear wall system, rigidity along the corrugation direction does not increase due to its accordion effect. This plate is also economical to use because it serves as a vertical stiffener. However, corrugated steel plates have orthotropic characteristics. It is also not easy to determine the corrugation shape for design because their shear performance or hysteric behavior is difficult to reveal. In this study, the hysteric behavior of a corrugated steel plate under cyclic loading was investigated and the characteristics of the corrugated steel plates of the same size were analyzed according to the corrugation depth. Results of the experiment were compared with the buckling shape through a buckling analysis of the corrugated steel plate, and the collapse mechanism under cyclic loading was examined. In conclusion, the fracture at boundary had an effect on the generation of buckling, and the specimen where shear buckling occurred showed better resistance and cumulative energy dissipation according to corrugation shape than the specimen where no shear buckling occurred.

Keywords

Acknowledgement

Supported by : 한국연구재단

References

  1. Abbas, H., Sause, R., & Driver, R. (2006). Behavior of corrugated web I-girders under in-plane loads, Journal of Engineering Mechanics, 132(8), 806-814. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:8(806)
  2. Arie, R., Reza, S., & Huigert, H. (2009). Basic parametric study on corrugated web girders with cut outs, Journal of Constructional Steel Research, 65, 395-407. https://doi.org/10.1016/j.jcsr.2008.02.006
  3. Driver, R., Abaas, H. & Sause, R. (2006). Shear behavior of corrugated web bridge girder, Journal of Structural Engineering, 132(2), 195-203. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(195)
  4. Easley, J. & McFarland, D. (1969). Buckling of light-gauge corrugated metal shear diaphragms, Journal of the Structural Division(ASCE), 95, 1497-1516.
  5. Eldib, M. (2009). Shear buckling strength and design of curved corrugated steel webs for bridges, Journal of Constructional Steel Research, 65, 2129-2139. https://doi.org/10.1016/j.jcsr.2009.07.002
  6. Emami, F., Mofid, M., & Vafai, A. (2013). Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls, Journal of Engineering Structures, 48, 750-762. https://doi.org/10.1016/j.engstruct.2012.11.028
  7. Fereshtech, E., Massood, M., & Abolhassan V. (2013). Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls, Journal of Engineering Structures, 48, 750-762. https://doi.org/10.1016/j.engstruct.2012.11.028
  8. Hamilton, R. (1993). Behavoir of welled girder with corrugated webs, Ph. D. Thesis, University of Maine, Orono, Maine, Canada.
  9. Hassanein, M., & Kharoob, O. (2013). Behavior of bridge girders with corrugated webs: (II) Shear strength and design, Journal of Engineering Structures, 57, 544-553. https://doi.org/10.1016/j.engstruct.2013.04.015
  10. Kim, Y., Lho, S., Park, M., Do, B., Ju, Y., & Kim, S. (2012). Shear Capacity of Corrugated Web Beam for Roof Frame of Industrial Building, Journal of the Architectural Institute of Korea, 28(9), 57-65.
  11. Laszlo G., Abbie B., Gregory G., Eduardo M. & Steven T. (2014). Component model calibration for cyclic behavior of a corrugated shear wall, Journal of Thin-Walled Structures, 75, 53-62. https://doi.org/10.1016/j.tws.2013.10.011
  12. Lee, K., Li, R., Chen, L., Oh, K., & Kim, W. (2013). Strip Angle Changes in Accordance with the Deformation Mode of Seismic Steel Plate Shear Wall Systems, Journal of Korean Society of Steel Construction, 25(5), 497-507. https://doi.org/10.7781/kjoss.2013.25.5.497
  13. Lee, M., & Moon, T. (2005). An Experimental Study on the Behavior of Steel Plate Shear Panel under Cyclic Loading, Journal of the Architectural Institute of Korea, Construction section, 21(11), 95-102.
  14. Lee, M., Oh, S., Yoon, M., & Moon, T. (2006). Analysis of Steel-Plate Shear Panels using Strip Model, Review of Architecture and Building Science, Journal of the Architectural Institute of Korea, Construction section, 22(3), 79-86.
  15. Lee, S.. Yoo, M. & Shon, S. (2015). An Experimental study on the shear hysteresis behavior of shallow corrugated steel plate, Journal of the Architectural Institute of Korea, 31(10), 11-19.
  16. Lindner, J. & Huang, B. (1995). Beulwerte für trapezförmig profilierte bleche unter schubbeanspruchung, Stahlbau, 64(2), 370-374.
  17. Moon, J., Yi, J., Choi, B., & Lee, H. (2009). Lateral-torsional buckling of I-girder with corrugated webs under uniform bending, Journal of Thin-Walled Structures, 47, 21-30. https://doi.org/10.1016/j.tws.2008.04.005
  18. Nie, J., Zhu, L., Tao, M., & Tang, L. (2013). Shear strength of trapezoidal corrugated steel webs, Journal of Constructional Steel Research, 85, 105-115. https://doi.org/10.1016/j.jcsr.2013.02.012
  19. Sause, R., & Braxtan, T. (2011). Shear strength of trapezoidal corrugated steel webs, Journal of Constructional Steel Research, 67, 223-236. https://doi.org/10.1016/j.jcsr.2010.08.004
  20. Shahmohammadi, A., Mirghaderi, R., Hajsadeghi, M., & Khanmohammadi, M. (2013). Application of corrugated plates as the web of steel coupling beams, Journal of Constructional Steel Research, 85, 178-190. https://doi.org/10.1016/j.jcsr.2013.02.009
  21. Shon, S., Yoo, M., Lee, S., & Kang, J. (2015). A Comparative Study on Shear Buckling and Interactive Buckling Characteristics of Trapezoidal and Sinusoidal Corrugated Steel Plate, Journal of the Architectural Institute of Korea, 31(4), 39-46.
  22. Ye, Z., Berdichevsky, V., & Yu, W. (2014). An equivalent classical plate model of corrugated structures, International journal of solids and structures, 51, 2073-2083. https://doi.org/10.1016/j.ijsolstr.2014.02.025
  23. Yoo, M., Shon, S., Lee, S. and Kang, J. (2013). A Study on Shear Buckling Analysis and Boundary Condition of Sinusoidal Corrugated Plate by Using ABAQUS, Journal of the Architectural Institute of Korea, 29(11), 3-11.