A bolted flange may be subjected to the axial tensile, torsional, and bending external loads in service. The axial tensile, torsional, and bending resistance of the bolted flange is vital for the system vibration, dynamic strength, and reliability. This paper investigates the nonlinear deformation behavior of bolted flanges under tensile, torsional, and bending loads, using finite element analysis (FEA). Even though the bolted flange materials may still deform elastically, the variation in contact area due to the external loading may still cause nonlinear deformation of the flanges. In this study, finite element simulation is used for investigating the respective nonlinear deformation behavior of a preloaded bolted flange under tensile, torsional, and bending loads, and to determine the corresponding stiffness values for each loading.
Skip Nav Destination
Article navigation
December 2014
Research-Article
Nonlinear Deformation Behavior of Bolted Flanges Under Tensile, Torsional, and Bending Loads
Zhijun Wu,
Zhijun Wu
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Department of Mechanical Engineering,
Oakland University
,Rochester, MI 48309
Search for other works by this author on:
Sayed A. Nassar,
Sayed A. Nassar
Fellow ASME
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Oakland University
,Rochester, MI 48309
Search for other works by this author on:
Xianjie Yang
Xianjie Yang
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Department of Mechanical Engineering,
Oakland University
,Rochester, MI 48309
Search for other works by this author on:
Zhijun Wu
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Department of Mechanical Engineering,
Oakland University
,Rochester, MI 48309
Sayed A. Nassar
Fellow ASME
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Oakland University
,Rochester, MI 48309
Xianjie Yang
Fastening and Joining Research Institute,
Department of Mechanical Engineering,
Department of Mechanical Engineering,
Oakland University
,Rochester, MI 48309
Contributed by the Pressure Vessel and Piping Division of ASME for publication in the JOURNAL OF PRESSURE VESSEL TECHNOLOGY. Manuscript received May 12, 2011; final manuscript received July 30, 2014; published online September 4, 2014. Assoc. Editor: Donald Mackenzie.
J. Pressure Vessel Technol. Dec 2014, 136(6): 061201 (8 pages)
Published Online: September 4, 2014
Article history
Received:
May 12, 2011
Revision Received:
July 30, 2014
Citation
Wu, Z., Nassar, S. A., and Yang, X. (September 4, 2014). "Nonlinear Deformation Behavior of Bolted Flanges Under Tensile, Torsional, and Bending Loads." ASME. J. Pressure Vessel Technol. December 2014; 136(6): 061201. https://doi.org/10.1115/1.4028137
Download citation file:
Get Email Alerts
The Behavior of Elbow Elements at Pure Bending Applications Compared to Beam and Shell Element Models
J. Pressure Vessel Technol (February 2025)
Related Articles
On the Effect of External Bending Loads in Bolted Flange Joints
J. Pressure Vessel Technol (April,2009)
Effect of Bolt Spacing on the Circumferential Distribution of the Gasket Contact Stress in Bolted Flange Joints
J. Pressure Vessel Technol (August,2011)
An Investigation of Stresses in Bolted Connectors for Marine Risers
J. Energy Resour. Technol (March,1982)
Elastic Interaction in Bolted Flange Joints: An Analytical Model to Predict and Optimize Bolt Load
J. Pressure Vessel Technol (August,2018)
Related Proceedings Papers
Related Chapters
Subsection NE — Class MC Components
Companion Guide to the ASME Boiler and Pressure Vessel Code, Volume 1, Third Edition
Bolted-Flange Joints and Connections
Companion Guide to the ASME Boiler and Pressure Vessel Code, Volume 2, Third Edition
Subsection NE—Class MC Components
Companion Guide to the ASME Boiler & Pressure Vessel Code, Volume 1, Second Edition