Neutron Diffraction Residual Strain Tensor Measurements Within The Phase IA Weld Mock-up Plate P-5

Hubbard, Camden R¹ 

[1]ORNL

关键词: ALLOYS;    BENDING;    DESIGN;    DIFFRACTION;    EPRI;    FASTENERS;    NEUTRON DIFFRACTION;    NEUTRONS;    ORIENTATION;    ORNL;    PLATES;    RESIDUAL STRESSES;    SIMULATION;    STAINLESS STEELS;    STRAINS;    THICKNESS;    VECTORS;    WELDING;    X-RAY DIFFRACTION Neutron Strain Mapping;    Dissimilar Metal Welds;   

DOI  :  10.2172/1025403
RP-ID  :  ORNL/TM-2011/304
PID  :  OSTI ID: 1025403
Others  :  Other: 600303000
Others  :  TRN: US201120%%759

学科分类：材料科学（综合）

美国|英语

来源: SciTech Connect

【 摘 要 】

Oak Ridge National Laboratory (ORNL) has worked with NRC and EPRI to apply neutron and X-ray diffraction methods to characterize the residual stresses in a number of dissimilar metal weld mockups and samples. The design of the Phase IA specimens aimed to enable stress measurements by several methods and computational modeling of the weld residual stresses. The partial groove in the 304L stainless steel plate was filled with weld beads of Alloy 82. A summary of the weld conditions for each plate is provided in Table 1. The plates were constrained along the long edges during and after welding by bolts with spring-loaded washers attached to the 1-inch thick Al backing plate. The purpose was to avoid stress relief due to bending of the welded stainless steel plate. The neutron diffraction method was one of the methods selected by EPRI for non-destructive through thickness strain and stress measurement. Four different plates (P-3 to P-6) were studied by neutron diffraction strain mapping, representing four different welding conditions. Through thickness neutron diffraction strain mappings at NRSF2 for the four plates and associated strain-free d-zero specimens involved measurement along seven lines across the weld and at six to seven depths. The mountings of each plate for neutron diffraction measurements were such that the diffraction vector was parallel to each of the three primary orthogonal directions of the plate: two in-plane directions, longitudinal and transverse, and the direction normal to the plate (shown in left figure within Table 1). From the three orthogonal strains for each location, the residual stresses along the three plate directions were calculated. The principal axes of the strain and stress tensors, however, need not necessarily align with the plate coordinate system. To explore this, plate P-5 was selected for examination of the possibility that the principal axes of strain are not along the sample coordinate system axes. If adequate data could be collected the goal would be to determine the strain tensor's orientation and magnitude of strain along each principle axis direction.