Overview
ABSTRACT
The aim of this article is to explain the behavior of axially loaded screw joints. A prestressed joint subjected to an external stress carried by the bolt axis is provided: prestressing, loading the joint and joining. Following, the determination of stiffness is presented, such as the distribution of constraints, the axial stiffness of the bolt or the stiffness of the assembled parts. Thermal stresses are then addressed: general expression, specific case, calculation of constraints, and so forth. The article concludes with discussions concerning the distance between two successive bolts or screws.
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Jean GUILLOT: Professor Emeritus - National Institute of Applied Sciences of Toulouse (INSAT)
INTRODUCTION
The first part of this report deals with the behavior of preloaded bolted assemblies for which it can be assumed that the load applied to them is axial.
For this type of assembly, the additional stress borne by the bolt is always much lower than the applied stress and depends on the relative stiffness of the assembly components and the shape of the parts.
This phenomenon, which is characteristic of prestressed systems, is particularly interesting in the case of fatigue stresses, since, if sufficient prestressing has been installed, a judicious choice of the shape of the parts and their stiffness can greatly reduce the value of the alternating stress in the screw and thus ensure good fatigue safety.
In the second part, the latest models for calculating the stiffness of bolts and parts are presented and discussed. The calculation of stresses due to temperature variations is then addressed, as well as the problems of contact pressure distribution at the interface and the determination of the spacing between two successive bolts.
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Calculation of bolted assemblies
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