Structural Engineering and Mechanics

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Evaluation of slip coefficient of slip critical joints with high strength bolts

  • Nah, Hwan-Seon (Environmental & Structural Lab., Korea Electric Power Research Institute) ;
  • Lee, Hyeon-Ju (Environmental & Structural Lab., Korea Electric Power Research Institute) ;
  • Kim, Kang-Seok (Environmental & Structural Lab., Korea Electric Power Research Institute) ;
  • Kim, Woo-Bum (Architectural Engineering Department, Kongju National University)
  • Received : 2008.08.11
  • Accepted : 2009.06.02
  • Published : 2009.07.10
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Abstract

A slip critical joint has various values to adopt the proper slip coefficient in various conditions of faying surfaces in the following codes: AISC, AIJ and Eurocode 3. However, the Korean Building Code still regulates the unique slip coefficient, 0.45, regardless of the diverse faying conditions. In this study, the slip resistance test, including five kinds of surface treatments were conducted to obtain the proper slip coefficients available to steel plate KS SM490A. The faying surfaces were comprised of a clean mill, rust, red lead paint, zinc primer, and shot blast treatment. The candidates for high strength bolts were torque-shear bolts, torque-shear bolts with zinc coating, and ASTM A490 bolts. Based on the test results, the specimens with a shot blasted surface and rusted surface exhibited $k_s$, 0.61, and 0.5, respectively. It is recommended that the specimens with zinc primer exhibit $k_s{\geq}0.40$. The clean mill treated surface had prominently lower values, 0.27. For red lead painted treatment, the thickness of the coating affects the determinant of slip coefficient, so it is necessary to establish a minimum $k_s$ of 0.2, with a coating thickness of 65 ${\mu}m$. During 1,000 hours of relaxation, the uncoated surfaces exhibited the loss of clamping force behind 3%, while the coated surfaces within a certain limited thickness exhibited the loss of clamping within a range of 4.71% and 8.37%.

Keywords

References

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