The nonlinear deformation behavior of clamped bolted joints under a separating service load is investigated using finite element and experimental techniques. Although the materials for the bolted joint remain in the linear elastic range, the interface contact area between the clamped plates is sensitive to both the magnitude and the location of the separating force. This often causes nonlinear deformation behavior of the bolted joint. This finite element analysis study investigates the variation in the tension of a tightened bolt and the corresponding change in the joint clamp load due to a separating service load that is placed at various distances from the bolt center. The separating force is symmetrically placed at locations (from the bolt center) that are equal to 3–5 times the nominal diameter of the bolt. Experimental verification of the finite element results is provided.
Skip Nav Destination
Article navigation
April 2011
Research Papers
Nonlinear Deformation Behavior of Clamped Bolted Joints Under a Separating Service Load
Sayed A. Nassar,
Sayed A. Nassar
Fellow ASME
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309
Search for other works by this author on:
Xianjie Yang,
Xianjie Yang
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309
Search for other works by this author on:
Satya Vijay Teja Gandham,
Satya Vijay Teja Gandham
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309
Search for other works by this author on:
Zhijun Wu
Zhijun Wu
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309
Search for other works by this author on:
Sayed A. Nassar
Fellow ASME
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309
Xianjie Yang
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309
Satya Vijay Teja Gandham
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309
Zhijun Wu
Department of Mechanical Engineering, Fastening and Joining Research Institute,
Oakland University
, Rochester, MI 48309J. Pressure Vessel Technol. Apr 2011, 133(2): 021001 (9 pages)
Published Online: February 9, 2011
Article history
Received:
July 14, 2008
Revised:
December 5, 2008
Online:
February 9, 2011
Published:
February 9, 2011
Citation
Nassar, S. A., Yang, X., Gandham, S. V. T., and Wu, Z. (February 9, 2011). "Nonlinear Deformation Behavior of Clamped Bolted Joints Under a Separating Service Load." ASME. J. Pressure Vessel Technol. April 2011; 133(2): 021001. https://doi.org/10.1115/1.4002674
Download citation file:
Get Email Alerts
Influence of water cover on the blast resistance of circular plates
J. Pressure Vessel Technol
Dynamic response and damage analysis of a large steel tank impacted by an explosive fragment
J. Pressure Vessel Technol
Surface Strain Measurement for Non-Intrusive Internal Pressure Evaluation of A Cannon
J. Pressure Vessel Technol
Related Articles
Effect of Separating Load Eccentricity on the Clamp Load Loss in a Bolted Joint Using a Strain Hardening Model
J. Pressure Vessel Technol (April,2011)
Cumulative Clamp Load Loss Due to a Fully Reversed Cyclic Service Load Acting on an Initially Yielded Bolted Joint System
J. Mech. Des (April,2007)
Nonlinear Behavior of Preloaded Bolted Joints Under a Cyclic Separating Load
J. Pressure Vessel Technol (February,2012)
Nonlinear Strain Hardening Model for Predicting Clamp Load Loss in Bolted Joints
J. Mech. Des (November,2006)
Related Proceedings Papers
Related Chapters
Data Tabulations
Structural Shear Joints: Analyses, Properties and Design for Repeat Loading
Introduction and Definitions
Handbook on Stiffness & Damping in Mechanical Design
Basic Features
Structural Shear Joints: Analyses, Properties and Design for Repeat Loading