Acknowledgement
Supported by : KETEP
References
- Alkelani, A.A, Housari, B.A. and Nassar, S.A. (2008), "A proposed model for creep relaxation of soft gaskets in bolted joints at room temperature", ASME J. Pressure Vessel Technol., 130(1), 1-6.
- Architectural Institute of Japan (2003), Guidebook on Design and Fabrication of High Strength Bolted Connections, AIJ.
- Arimond, J. and Raymond, M.K. (1996), Bolt-Load Modeling for Composites, Machine Design, 68(22), Farmington Hills, MI, USA.
- ASTM F 2280-06 (2006), Twist off Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 150 ksi Minimum Tensile Strength, ASTM International, Philadelphia, PA, USA
- Bickford, J.H. (2008), An Introduction to the Design and Behavior of Bolted Joints, (4th Ed.), CRC Press, New York, NJ, USA.
- Bickford, J.H. and Nassar, S.A. (1998), Handbook of Bolts and Bolted Joints, Marcel Dekker Inc., Madison Avenue, New York, NJ, USA.
- Frank, K.H. and Yura, J.A. (1981), An Experimental Study of Bolted Shear Connections, US Department of Transportation, Federal Highway Association, Washington D.C., USA.
- Heistermann, C. (2011), Behavior of Pretensioned Bolts in Friction Connections, Licentiate Thesis, Lulea University of Technology, Sweden.
- Hou, Z., Wen, S. and Chen, L. (2004), "Pre-tension relaxation of high strength bolts", 2004 Pacific Structural Steel Conference, Long Beach, CA, March.
- Janglinski T., Nimityongskul A., Schmitz R. and Lak, R.S. (2007), "Study of bolt load loss in bolted aluminum joints", J. Eng Mater. Tech., 129(1), 48-54. https://doi.org/10.1115/1.2400262
- Jo, J.B. and Seong, T.R. (2009), "Time dependent reduction of clamping forces of high strength bolt F13T", J. Korean Soc. Civil Eng., 29(4A), 291-297.
- Kim, J.H. and Choi, S.M. (2001), "An experimental study on the structural behavior in friction type bolted joint under cyclic loading", J. Arch. Inst. Korea, 17(1), 27-35.
- Kulak, G.L., Fisher, J.W. and Struik, J.H.A. (2001), Guide to Design Criteria for Bolted and Riveted Joints, (2nd Edition), American Institute of Steel Construction (AISC), Inc., Chicago, IL, USA.
- Nah, H.S., Lee, H.J., Kim, K.S., Kim, J.H. and Kim, W.B. (2009a), "Method for estimating the clamping force of high strength bolts subjected to temperature variation", Inter. J. Steel Struct., 9(2), 123-130. https://doi.org/10.1007/BF03249487
- Nah, H.S., Lee, H.J., Kim, K.S., Kim, J.H. and Kim, W.B. (2009b), "Evaluation of slip coefficient of slip critical joints with high strength bolts", Struct. Eng. Mech., 32(4), 477-488. https://doi.org/10.12989/sem.2009.32.4.477
- Nah, H.S., Lee, H.J., Kim, K.S., Kim, J.H. and Kim, W.B. (2010), "Evaluating relaxation of high-strength bolts by parameters on slip faying surfaces of bolted connections", Inter. J. Steel Struct., 10(3), 295-303. https://doi.org/10.1007/BF03215838
- Nassar, S.A. and Alkelani, A.A. (2006a), "Clamp load loss due to elastic interaction and gasket creep relaxation in bolted joints", ASME J. Pressure Vessel Technol., 128(3), 395-401.
- Nassar, S.A. and Alkelani, A.A. (2006b), "Effect of tightening speed on clamp load distribution in gasketed joints", SAE Special Publication SP-2033, 173-187.
- Polyzois, D. and Frank, K.H. (1986), "Effect of overspray and incomplete masking of faying surfaces on the slip resistance of bolted connections", Eng. J./AISC, 23(2), 65-69.
- RCSC Committee (2004), Specification for Structural Joints Using ASTM A325 or A490 Bolts, AISC Inc., Chicago, IL, USA.
- Webster, J. (1994), "Design formula to predict retained steel bolt stretch when joining A380 aluminum components at high temperature", International Off-Highway & Power Plant Congress & Exposition, SAE Technical Paper Series 941738, pp. 1-9.
- Yang, J. and DeWolf, J. (1999), "Mathematical model for relaxation in high strength bolted connections", J. Struct. Eng., 125(8), 803-808. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:8(803)
- Yang, J. and DeWolf, J. (2000), "Relaxation in high strength bolted connections using galvanized steel", J. Bridge Eng., 5(2), 99-106. https://doi.org/10.1061/(ASCE)1084-0702(2000)5:2(99)
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