Published 1997 | Version v1
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Finite element prediction of elastic strains in beryllium compact tension specimens

Description

Three-dimensional finite element (FE) calculations using ABAQUS version 5.5.9 were compared to neutron diffraction measurements of a loaded, pre-cracked beryllium compact tension (CT) specimens. The objective was to validate the FE results with the experimental open-quotes elastic strainclose quotes measurements. Then the FE calculations could be used to study residual stress and other aspects of these problems in the unloaded state and the crack tip stress in the loaded state which is hard to measure experimentally. A graded FE mesh was focused on the regions containing high strain gradients, the smallest elements were approximately 0.5 mm x 0.5 mm x 0.4 mm. A standard 20-node brick element model was complemented by a model with 1/4-point elements at the crack tip. Since the neutron diffraction measurements provided a volume average of approximately a cube of edge 3.0 mm, various averaging (or integrating) techniques were used on the FE results. Several integration schemes showed good agreement with the experimental results

Availability note (English)

MF available from INIS under the Report Number; Also available from OSTI as DE97005012; NTIS; US Govt. Printing Office Dep.

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Additional details

Publishing Information

Imprint Pagination
11 p.
Report number
LA-UR--97-805

Conference

Title
nuclear advances through global cooperation.
Acronym
5. ASME/SFEN/JSME international conference on nuclear engineering
Dates
26-30 May 1997.
Place
Nice (France).

INIS

Country of Publication
United States
Country of Input or Organization
United States
INIS RN
28071479
Subject category
S36: MATERIALS SCIENCE;
Resource subtype / Literary indicator
Conference
Descriptors DEI
A CODES; BERYLLIUM; ELASTICITY; FINITE ELEMENT METHOD; RESIDUAL STRESSES; STRAINS
Descriptors DEC
ALKALINE EARTH METALS; CALCULATION METHODS; COMPUTER CODES; ELEMENTS; MECHANICAL PROPERTIES; METALS; NUMERICAL SOLUTION; STRESSES

Optional Information