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In-Situ Neutron Diffraction Study of the Behavior of AL6XN Stainless Steel Under Biaxial Loading

Published online by Cambridge University Press:  01 February 2011

Michael Gharghouri
Affiliation:
Michael.Gharghouri@nrc.gc.ca, National Research Council, Canadian Neutron Beam Centre, Chalk River Laboratories, Bldg. 459, Stn. 18, Chalk River, MA, K0J 1J0, Canada, (613) 584-8811 x4936, (613) 584-4040
Tito Marin
Affiliation:
tm268@cornell.edu, Cornell University, Mechanical and Aerospace Engineering, 196 Rhodes Hall, Ithaca, NY, 14853, United States
Ronald B Rogge
Affiliation:
Ronald.Rogge@nrc.gc.ca, National Research Council, Canadian Neutron Beam Centre, Chalk River Laboratories, Bldg. 459, Stn. 18, Chalk River, K0J 1J0, Canada
Paul R Dawson
Affiliation:
prd5@cornell.edu, Cornell University, Mechanical and Aerospace Engineering, 196 Rhodes Hall, Ithaca, NY, 14853, United States
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Abstract

In–situ neutron diffraction has been used to measure lattice strains parallel to two principal stress directions in biaxially-loaded AL6XN stainless steel. A new fixture was developed for loading thin-walled tubular specimens through combinations of internal pressure and axial loading. Under these conditions, the principal directions (σzz and σθθ in a cylindrical r, θ, z coordinate system) remain constant with respect to the initial crystallographic texture regardless of the level of biaxiality, a distinct advantage for diffraction experiments over the traditional tension/torsion tests for which this condition does not hold. Specimens were first pressurized to the level required to obtain a chosen value of σθθ. The axial load was then increased to reach the yield surface at different σθθzz ratios, ranging from uniaxial to balanced biaxial loading (0, 0.4, 0.7, 1 according to Tresca). The {200}, {220}, {222}, and {311} reflections were measured in the axial and hoop directions as a function of axial load. A sequence of axial loading/unloading episodes was applied for different levels of plastic deformation. Under uniaxial tension, the {200} reflection showed the highest axial strains, followed by the {311}, and {220}/{222} reflections. With increasing internal pressure (biaxiality), the axial lattice strains corresponding to a given axial stress tended to decrease, and the responses of the various reflections tended to merge.

Type
Research Article
Copyright
Copyright © Materials Research Society 2008

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References

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