Structural Engineering and Mechanics
Volume 32, Number 4, 2009, pages 477-488
DOI: 10.12989/sem.2009.32.4.477
Evaluation of slip coefficient of slip critical joints with high strength bolts
Hwan-Seon Nah, Hyeon-Ju Lee, Kang-Seok Kim and Woo-Bum Kim
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 ks, 0.61, and 0.5, respectively. It is recommended that the specimens with zinc primer exhibit ks
Key Words
slip coefficient; slip critical joint; tension; high-strength bolts; relaxation.
Address
Hwan-Seon Nah, Hyeon-Ju Lee and Kang-Seok Kim: Environmental & Structural Lab., Korea Electric Power Research Institute 65 Munji-Ro, Yusung-Gu, Daejon 305-380, Korea
Woo-Bum Kim: Architectural Engineering Department, Kongju National University, 182 Shinkwan-Dong Kongju, Chungnam, Korea