Published July 2009 | Version v1
Journal article

Analysis of externally loaded bolted joints: Analytical, computational and experimental study

  • 1. Department of Mechanical Engineering, University of Strathclyde, G1 1XJ (United Kingdom)

Description

The behaviour of a simple single-bolted-joint under tensile separating loads is analysed using conventional analytical methods, a finite element approach and experimental techniques. The variation in bolt force with external load predicted by the finite element analysis conforms well to the experimental results. It is demonstrated that certain detailed features such as thread interaction do not need to be modelled to ensure useful results. Behaviour during the pre-loading phase of use agrees with previous long-standing studies. However, the pre-loading analysis does not carry over to the stage when external loading is applied, as is normally assumed and it is shown that the current, conventional analytical methods substantially over-predict the proportion of the external load carried by the bolt. The basic reason for this is shown to be related to the non-linear variation in contact conditions between the clamped members during the external loading stage.

Availability note (English)

Available from http://dx.doi.org/10.1016/j.ijpvp.2009.01.006

Additional details

Identifiers

DOI
10.1016/j.ijpvp.2009.01.006;
PII
S0308-0161(09)00017-9;

Publishing Information

Journal Title
International Journal of Pressure Vessels and Piping
Journal Volume
86
Journal Issue
7
Journal Page Range
p. 420-427
ISSN
0308-0161
CODEN
PRVPAS

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
41014587
Subject category
S42: ENGINEERING;
Descriptors DEI
BOLTED JOINTS; FASTENERS; FINITE ELEMENT METHOD; FLEXIBILITY; NONLINEAR PROBLEMS; VARIATIONS
Descriptors DEC
CALCULATION METHODS; JOINTS; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; NUMERICAL SOLUTION; TENSILE PROPERTIES

Optional Information

Copyright
Copyright (c) 2009 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.