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    On the Effect of Shear on Plastic Deformation of Beams Under Transverse Impact Loading

    Source: Journal of Applied Mechanics:;1960:;volume( 027 ):;issue: 001::page 107
    Author:
    B. Karunes
    ,
    E. T. Onat
    DOI: 10.1115/1.3643883
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The impact problem for a rigid-plastic beam is formulated by using an interaction curve relating shearing force and bending moment for fully plastic action, and allowing for shear and rotary inertia effects. Using a simplified interaction diagram, the problem of point-impact loading is solved for a special case. The analysis shows that the shear effects are of considerable importance when the parameter μ0 = 2Q0 l/M0 is less than 20 where Q0 and M0 are plastic-carrying capacities of the cross section for pure shear and bending, respectively, and 21 is the length of the beam.
    keyword(s): Deformation , Shear (Mechanics) , Rotational inertia , Shearing AND Force ,
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      On the Effect of Shear on Plastic Deformation of Beams Under Transverse Impact Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/94945
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    contributor authorB. Karunes
    contributor authorE. T. Onat
    date accessioned2017-05-08T23:11:48Z
    date available2017-05-08T23:11:48Z
    date copyrightMarch, 1960
    date issued1960
    identifier issn0021-8936
    identifier otherJAMCAV-926086#107_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94945
    description abstractThe impact problem for a rigid-plastic beam is formulated by using an interaction curve relating shearing force and bending moment for fully plastic action, and allowing for shear and rotary inertia effects. Using a simplified interaction diagram, the problem of point-impact loading is solved for a special case. The analysis shows that the shear effects are of considerable importance when the parameter μ0 = 2Q0 l/M0 is less than 20 where Q0 and M0 are plastic-carrying capacities of the cross section for pure shear and bending, respectively, and 21 is the length of the beam.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOn the Effect of Shear on Plastic Deformation of Beams Under Transverse Impact Loading
    typeJournal Paper
    journal volume27
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3643883
    journal fristpage107
    journal lastpage110
    identifier eissn1528-9036
    keywordsDeformation
    keywordsShear (Mechanics)
    keywordsRotational inertia
    keywordsShearing AND Force
    treeJournal of Applied Mechanics:;1960:;volume( 027 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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