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    Multiaxial Stress Concentration in an Externally Pressurized Cylinder With an External Circumferential Groove

    Source: Journal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 004::page 404
    Author:
    S. M. Tipton
    ,
    K. A. Hickey
    ,
    J. R. Sorem
    ,
    M. S. Rawson
    DOI: 10.1115/1.2842144
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A thick-walled cylindrical specimen containing an external circumferential groove was subjected to external pressure. To investigate the maximum pressure sustainable by the reduced wall thickness, strain gage measurements were taken during external pressurization tests. For comparison to experimental results, an elastic-plastic notch stress-strain analysis was conducted based on Neuber’s rule. The analysis utilized multiaxial elastic finite element results along with elastic-plastic tensile test data for the cylinder material. Based on experimental observations, it was necessary to supplement the approach with an additional relation between elastic and elastic-plastic multiaxial strains for the axisymmetric geometry under investigation. Assuming an invariant hoop to radial strain ratio rather than an invariant hoop to axial strain ratio provided better agreement with experimental results. It is demonstrated that the boundary conditions used to model the specimen had a substantial effect on the finite element results, even though the boundary was somewhat removed from the region of concentrated stress. Biaxial strain measurements are presented versus pressure over the elastic and into the plastic regime, and deformation plasticity theory was used to compute stress and radial strain components corresponding to measured strains. It is demonstrated that in order to apply a multiaxial Neuber’s rule to accurately estimate the elastic-plastic stress-strain response (using elastic stress concentration information and elastic-plastic material data), it is necessary to utilize an experimental observation that the ratio of the hoop to radial strain remains invariant from the elastic to the elastic-plastic regime. This differs from published assumptions about invariant hoop-to-axial strain ratios based on analysis of circumferentially grooved solid shafts. The predictions are accurate for moderate plastic strains, but correlation breaks down for bulk plastic deformation.
    keyword(s): Stress concentration , Cylinders , Stress , Finite element analysis , Pressure , Deformation , Measurement , Plasticity , Sustainability , Boundary-value problems , External pressure , Geometry , Strain gages , Strain measurement AND Wall thickness ,
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      Multiaxial Stress Concentration in an Externally Pressurized Cylinder With an External Circumferential Groove

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    http://yetl.yabesh.ir/yetl1/handle/yetl/115840
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    contributor authorS. M. Tipton
    contributor authorK. A. Hickey
    contributor authorJ. R. Sorem
    contributor authorM. S. Rawson
    date accessioned2017-05-08T23:48:08Z
    date available2017-05-08T23:48:08Z
    date copyrightNovember, 1995
    date issued1995
    identifier issn0094-9930
    identifier otherJPVTAS-28363#404_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115840
    description abstractA thick-walled cylindrical specimen containing an external circumferential groove was subjected to external pressure. To investigate the maximum pressure sustainable by the reduced wall thickness, strain gage measurements were taken during external pressurization tests. For comparison to experimental results, an elastic-plastic notch stress-strain analysis was conducted based on Neuber’s rule. The analysis utilized multiaxial elastic finite element results along with elastic-plastic tensile test data for the cylinder material. Based on experimental observations, it was necessary to supplement the approach with an additional relation between elastic and elastic-plastic multiaxial strains for the axisymmetric geometry under investigation. Assuming an invariant hoop to radial strain ratio rather than an invariant hoop to axial strain ratio provided better agreement with experimental results. It is demonstrated that the boundary conditions used to model the specimen had a substantial effect on the finite element results, even though the boundary was somewhat removed from the region of concentrated stress. Biaxial strain measurements are presented versus pressure over the elastic and into the plastic regime, and deformation plasticity theory was used to compute stress and radial strain components corresponding to measured strains. It is demonstrated that in order to apply a multiaxial Neuber’s rule to accurately estimate the elastic-plastic stress-strain response (using elastic stress concentration information and elastic-plastic material data), it is necessary to utilize an experimental observation that the ratio of the hoop to radial strain remains invariant from the elastic to the elastic-plastic regime. This differs from published assumptions about invariant hoop-to-axial strain ratios based on analysis of circumferentially grooved solid shafts. The predictions are accurate for moderate plastic strains, but correlation breaks down for bulk plastic deformation.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMultiaxial Stress Concentration in an Externally Pressurized Cylinder With an External Circumferential Groove
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2842144
    journal fristpage404
    journal lastpage409
    identifier eissn1528-8978
    keywordsStress concentration
    keywordsCylinders
    keywordsStress
    keywordsFinite element analysis
    keywordsPressure
    keywordsDeformation
    keywordsMeasurement
    keywordsPlasticity
    keywordsSustainability
    keywordsBoundary-value problems
    keywordsExternal pressure
    keywordsGeometry
    keywordsStrain gages
    keywordsStrain measurement AND Wall thickness
    treeJournal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 004
    contenttypeFulltext
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