The nonlinear plastic deformation behavior of a clamped bolted joint model under a separating service load is investigated using analytical, finite element, and experimental techniques. An elastic-plastic model is used for the bolt material while the joint material remains in the linear elastic range. Both the analytical and finite element analysis (FEA) models investigate the variation in the tension of a preloaded bolt due to a separating service load that acts with an offset from the bolt center. Experimental verification is provided for both the analytical and finite element results on the bolt tension variation, clamp load variation and the clamp load loss caused by the incremental plastic bolt elongation under cyclic separating force.
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February 2012
Research Papers
Nonlinear Behavior of Preloaded Bolted Joints Under a Cyclic Separating Load
Zhijun Wu,
Zhijun Wu
Fastening and Joining Research Institute, Department of Mechanical Engineering, Oakland University
, Rochester, MI 48309
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Aidong Meng
Aidong Meng
Fastening and Joining Research Institute, Department of Mechanical Engineering, Oakland University
, Rochester, MI 48309
Search for other works by this author on:
Xianjie Yang
Fellow ASME
Sayed A. Nassar
Fellow ASME
Zhijun Wu
Fastening and Joining Research Institute, Department of Mechanical Engineering, Oakland University
, Rochester, MI 48309
Aidong Meng
Fastening and Joining Research Institute, Department of Mechanical Engineering, Oakland University
, Rochester, MI 48309J. Pressure Vessel Technol. Feb 2012, 134(1): 011206 (9 pages)
Published Online: December 2, 2011
Article history
Received:
January 9, 2010
Revised:
July 6, 2011
Accepted:
July 6, 2011
Online:
December 2, 2011
Published:
December 2, 2011
Citation
Yang, X., Nassar, S. A., Wu, Z., and Meng, A. (December 2, 2011). "Nonlinear Behavior of Preloaded Bolted Joints Under a Cyclic Separating Load." ASME. J. Pressure Vessel Technol. February 2012; 134(1): 011206. https://doi.org/10.1115/1.4004614
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