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contributor authorT. F. Lehnhoff
contributor authorM. L. McKay
contributor authorKwang Il Ko
date accessioned2017-05-08T23:45:06Z
date available2017-05-08T23:45:06Z
date copyrightJune, 1994
date issued1994
identifier issn1050-0472
identifier otherJMDEDB-27617#550_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114093
description abstractMember stiffnesses and the stress distributions in the bolts and members of bolted joints have been calculated for various bolt sizes, as well as thicknesses and materials of the members. The finite element method has been used to calculate the displacement and the stress distributions in the components of the bolted joint. Using axisymmetric elements, the bolted joint could be analyzed as a two-dimensional problem. Member stiffness ratios were calculated from the finite element results and compared with those calculated by a commonly used theory. The values were approximately comparable (16–30 percent difference) for the assumptions under which the theory was applied. Formulas and dimensionless curves which can be used to estimate the member stiffness ratios for several kinds of bolted joints are presented.
publisherThe American Society of Mechanical Engineers (ASME)
titleMember Stiffness and Contact Pressure Distribution of Bolted Joints
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Mechanical Design
identifier doi10.1115/1.2919413
journal fristpage550
journal lastpage557
identifier eissn1528-9001
keywordsPressure
keywordsBolted joints AND Stiffness
treeJournal of Mechanical Design:;1994:;volume( 116 ):;issue: 002
contenttypeFulltext


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