JDR Vol.5 No.4 pp. 385-394
doi: 10.20965/jdr.2010.p0385


Out-of-Plane Shear Strength of Steel-Plate-Reinforced Concrete Walls Dependent on Bond Behavior

Sung-Gul Hong*1, Wonki Kim*2, Kyung-Jin Lee*3,
Namhee Kim Hong*4, and Dong-Hun Lee*5

*1Department of Architecture and Architectural Engineering, Seoul National University, 599 Gwanakro, Gwanakgu, Seoul 151-744, Korea

*2Department of Architectural Engineering, Hoseo University, Baebangeup, Asanshi, Choongnam, Korea

*3Korea Electric Power Research Institute (KEPRI), 65 Munji-Ro, Yuseong-Gu, Daejeon 305-760, Korea

*4Department of Cvil Engineering, Seoul National University, S599 Gwanak-ro, Gwanak-gu, Seoul 151-744, Korea

*5CHANG MINWOO Structural Consultants, 605-8, Yeoksam-dong, Gangnam-Gu, Seoul 135-080, Korea

March 12, 2010
April 20, 2010
August 1, 2010
steel-concretewalls, out-of-plane shear, bond strength, arch action, truss action
This paper investigates the out-of-plane shear behavior of composite steel-plate-reinforced concrete walls (SC walls) and proposes their shear-strength-models based on plasticity theory limit analysis. For speedy, modular construction, SC walls are fabricated using double-skin steel plates with welded shear studs and sandwiching concrete between them. A review of current design formulas provides better understanding of bond-stress-dependent shear behavior relying on studs of SC walls. We conducted experiments on bondstrength-dependent arch and/or truss action to verify proposed shear-strength models with test results. Test results, including those from literature, agreed well with the strength anticipated by proposed formulas.
Cite this article as:
S. Hong, W. Kim, K. Lee, N. Hong, and D. Lee, “Out-of-Plane Shear Strength of Steel-Plate-Reinforced Concrete Walls Dependent on Bond Behavior,” J. Disaster Res., Vol.5 No.4, pp. 385-394, 2010.
Data files:
  1. [1] “Steel and Concrete structure for earthquake design, edition for structures (2005),” JEAG, 4618.
  2. [2] “First Report and Plan for Out-of-Plane Shear Experiment Program and Plan (2006),” KEPRI.
  3. [3] D. J. Oehlers and M. A. Bradford, “Elementary behaviour of composite steel and concrete structural members,” PLANT A TREE, 1999.
  4. [4] M. P. Nielsen, “Limit Analysis and Concrete Plasticity, Second Edition,” CRC, 1998.

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Last updated on Jun. 19, 2024