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    The Development of the Breach Generated by Axial Rupture of a Gas-Pressurized Steel Pipe

    Source: Journal of Pressure Vessel Technology:;1982:;volume( 104 ):;issue: 004::page 253
    Author:
    M. R. Baum
    DOI: 10.1115/1.3264214
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The development of an axial breach during pneumatic rupture of a thin-walled, mild steel pipe is investigated by high-speed photography. Data are presented for the variation of breach area with time, the velocity of the propagating breach tip and the velocity of the free edges. The results indicate that the initial stages of breach growth are controlled by inertia effects, but this is soon superseded by growth dictated by the straining of the free edges and the progress of the propagating crack. A “fully open” breach (breach area = twice pipe cross sectional area) is achieved when the breach length is three pipe diameters. At a breach length of eight pipe radii the breach geometry immediately behind the propagating crack has ceased developing and remains fixed in the subsequent breach development. The measured crack tip propagation velocity, which reaches a peak steady value well before the breach is “fully open,” is compared with a theoretical limit based on the propagation velocity of a displacement wave in a plastic membrane.
    keyword(s): Steel , Pipes , Rupture , Fracture (Materials) , Inertia (Mechanics) , Waves , Displacement , Geometry AND Membranes ,
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      The Development of the Breach Generated by Axial Rupture of a Gas-Pressurized Steel Pipe

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    https://yetl.yabesh.ir/yetl1/handle/yetl/96276
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    contributor authorM. R. Baum
    date accessioned2017-05-08T23:14:06Z
    date available2017-05-08T23:14:06Z
    date copyrightNovember, 1982
    date issued1982
    identifier issn0094-9930
    identifier otherJPVTAS-28215#253_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96276
    description abstractThe development of an axial breach during pneumatic rupture of a thin-walled, mild steel pipe is investigated by high-speed photography. Data are presented for the variation of breach area with time, the velocity of the propagating breach tip and the velocity of the free edges. The results indicate that the initial stages of breach growth are controlled by inertia effects, but this is soon superseded by growth dictated by the straining of the free edges and the progress of the propagating crack. A “fully open” breach (breach area = twice pipe cross sectional area) is achieved when the breach length is three pipe diameters. At a breach length of eight pipe radii the breach geometry immediately behind the propagating crack has ceased developing and remains fixed in the subsequent breach development. The measured crack tip propagation velocity, which reaches a peak steady value well before the breach is “fully open,” is compared with a theoretical limit based on the propagation velocity of a displacement wave in a plastic membrane.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Development of the Breach Generated by Axial Rupture of a Gas-Pressurized Steel Pipe
    typeJournal Paper
    journal volume104
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3264214
    journal fristpage253
    journal lastpage261
    identifier eissn1528-8978
    keywordsSteel
    keywordsPipes
    keywordsRupture
    keywordsFracture (Materials)
    keywordsInertia (Mechanics)
    keywordsWaves
    keywordsDisplacement
    keywordsGeometry AND Membranes
    treeJournal of Pressure Vessel Technology:;1982:;volume( 104 ):;issue: 004
    contenttypeFulltext
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