Abstract
In order to measure the residual stress components in an elastic thin plate, the hole-drilling strain-gage method has been used. This method enables to determine the relation between the magnitudes and directions of the principal stresses and the strain relaxation about the hole. In the existing analytical models based on stress field, the formulations associated with the hole-drilling method are based on the assumption of an infinite plate, this may cause some errors for a finite plate and it’s difficult to validate these solutions by FE methods. Furthermore, in the composite, the displacement field is continuous but the stress field is not necessarily continuous, the displacement field based method has to be used. In the present paper an analyt-ical model based on a displacement field described by a function with coefficients to determine for a finite round thin plate is presented. The coefficients used in the displacement field are independent on the three residual stress components, and they are determined by minimization of the internal strain energy during the hole-drilling process. Once the coefficients in the dis-placement field are determined, three strains measured in three radial directions are utilized to determine the three residual stress components. The proposed analytical model can be also adapted to infinite plate by assuming that the diameter of the round plate tends to infinite.
Highlights
Residual stresses represent stresses that remain in a solid material when the original cause of the stresses has been removed
In the existing analytical models based on stress field, the formulations associated with the hole-drilling method are based on the assumption of an infinite plate, this may cause some errors for a finite plate and it’s difficult to validate these solutions by FE methods
In the present paper an analytical model based on a displacement field described by a function with coefficients to determine for a finite round thin plate is presented
Summary
Residual stresses represent stresses that remain in a solid material when the original cause of the stresses has been removed. Some analytical solutions [4] [5] [6] based on stresses for an infinite plate have been proposed. The proposed displacement field is expressed by three residual stress components and some coefficients to determine. The minimization of the internal strain energy enables to determine these coefficients Once these coefficients are determined, three strains in three radial directions are used to determine the residual stress components. The minimization of internal strain energy replaces the force equilibrium resolution and a flexible displacement field function can adapt very well to the boundary conditions. This displacement based model has been validated by FE method in ABAQUS and it is adapted for infinite plate mathematically
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