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    Plastic Flow Buckling of Cylindrical Shells Due to Impulsive Loading

    Source: Journal of Applied Mechanics:;1970:;volume( 037 ):;issue: 001::page 171
    Author:
    Henry Vaughan
    ,
    A. L. Florence
    DOI: 10.1115/1.3408427
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A theory is postulated to explain the plastic buckling of cylindrical shells caused by uniform radially inward impulses. Experimental results are presented which show that the number of buckles increases with the shell length. A simple formula is derived which predicts preferred mode numbers in agreement with the experimental results for shells with lengths up to about 1 1/2 dia. For longer shells, mode numbers may be obtained by numerical integration of the equation of motion. The increase in mode number with shell length is attributed to the relative effects of the “directional” and hardening contributions to the reactive bending moment, the former stemming from yielding in a biaxial plastic state of stress. In short shells (length < dia), it is shown that the directional moment dominates, whereas in long shells (length > 3 dia) the hardening moment dominates. The mode prediction formula just mentioned applies whenever the directional moment dominates and the difficulty in treating cases where the hardening moment is significant is indicated. Again, for the former case, a simple threshold impulse formula is derived conforming to the experiments.
    keyword(s): Deformation , Pipes , Buckling , Shells , Formulas , Hardening , Impulse (Physics) , Equations of motion AND Stress ,
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      Plastic Flow Buckling of Cylindrical Shells Due to Impulsive Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/141756
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    contributor authorHenry Vaughan
    contributor authorA. L. Florence
    date accessioned2017-05-09T00:35:01Z
    date available2017-05-09T00:35:01Z
    date copyrightMarch, 1970
    date issued1970
    identifier issn0021-8936
    identifier otherJAMCAV-25906#171_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/141756
    description abstractA theory is postulated to explain the plastic buckling of cylindrical shells caused by uniform radially inward impulses. Experimental results are presented which show that the number of buckles increases with the shell length. A simple formula is derived which predicts preferred mode numbers in agreement with the experimental results for shells with lengths up to about 1 1/2 dia. For longer shells, mode numbers may be obtained by numerical integration of the equation of motion. The increase in mode number with shell length is attributed to the relative effects of the “directional” and hardening contributions to the reactive bending moment, the former stemming from yielding in a biaxial plastic state of stress. In short shells (length < dia), it is shown that the directional moment dominates, whereas in long shells (length > 3 dia) the hardening moment dominates. The mode prediction formula just mentioned applies whenever the directional moment dominates and the difficulty in treating cases where the hardening moment is significant is indicated. Again, for the former case, a simple threshold impulse formula is derived conforming to the experiments.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePlastic Flow Buckling of Cylindrical Shells Due to Impulsive Loading
    typeJournal Paper
    journal volume37
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3408427
    journal fristpage171
    journal lastpage179
    identifier eissn1528-9036
    keywordsDeformation
    keywordsPipes
    keywordsBuckling
    keywordsShells
    keywordsFormulas
    keywordsHardening
    keywordsImpulse (Physics)
    keywordsEquations of motion AND Stress
    treeJournal of Applied Mechanics:;1970:;volume( 037 ):;issue: 001
    contenttypeFulltext
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