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Thermoelastic stress analysis applied to fully reversed bending fatigue

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Abstract

The thermoelastic effect has been used to study stress distributions in a number of in-plane loading problems. Analysis of the temperature distribution has been largely limited to isotropic one-dimensional approximations with heat transfer through the thickness of the specimen. In sonic fatigue, specimens undergo fully reversed bending with a stress gradient along the length of the specimen as well as through the thickness. This has also been modeled as a one-dimensional heat transfer problem with negligible heat transfer along the specimen length. The authors solve this as a two-dimensional problem for an isotropic material to determine the effect of heat transfer.

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Abbreviations

A :

beam cross-sectional area (m2)

C :

specific heat (J/kgK)

D :

beam height (m)

E :

Young's modulus (Pa)

g(x, y, t), g*(x*, y*, t*):

volumetric and dimensionless volumetric heat generation (W/m3)

g c :

dimensional constant from Newton's lawF=m a/g c (g c =1 kgm/Ns2)

h :

convective heat transfer coefficient (W/m2K)

H :

hD/k

I :

second moment of area with respect to a centroidal axis (m4)

k :

thermal conductivity (W/mK)

L :

beam length (m)

t, t* :

time (s) and dimensionless time

t *max :

t * when the periodic surface temperatures is largest

T :

absolute temperature (K)

ΔT :

change in temperature due to thermoelastic effect

ΔT exp :

experimentally measured surface ΔT

ΔT max :

maximum surface ΔT (K)

To :

initial temperature (K)

T :

ambient temperature (K)

T *,Tp* :

(T-T o)/ΔT max dimensionless temperature difference, period value ofT *

T *max(x *):

maximum value ofT *(x*)=.5g 1*(x *)

ΔU :

change in internal energy (J)

V :

volume (m3)

x, x* :

axial coordinate (m) and dimensionless axial coordinate

y, y* :

vertical coordinate (m) and dimensionless vertical coordinate

y L :

deflection at the tip of the beam,x=L (m)

α:

k/ρ Cthermal diffusivity (m2/s)

α i , α x , α y :

coefficient of thermal expansion in theith,x-andy-directions (K−1)

β i :

ith eigenvalue for X(β i , x*

Δσ i :

change in theith principal stress (Pa)

ɛ xx :

normal strain in thex-(axial) direction

γ j :

jth eigenvalue for Y(γ j , y*)

η,η* :

constant (m−1) and dimensionless constant

ρ:

density (kg/m3)

ω,ω* :

fundamental frequency of beam (rad/s) and dimensionless frequency

References

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Byrd, L.W., Haney, M.A. Thermoelastic stress analysis applied to fully reversed bending fatigue. Experimental Mechanics 40, 10–14 (2000). https://doi.org/10.1007/BF02327542

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  • DOI: https://doi.org/10.1007/BF02327542

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