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    Limit Load Determination and Material Characterization of Cracked Polyethylene Miter Pipe Bends1

    Source: Journal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 004::page 41203
    Author:
    EL
    ,
    Younan, Maher Y. A.
    ,
    Sallam, Hossam E. M.
    ,
    Abdel
    DOI: 10.1115/1.4026330
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The quality of Natural Gas Piping Systems (NGPS), must be ensured against manufacturing defects. The main purpose of the present paper is to investigate the effect of loading mode and load angle (30 deg, 45 deg, and 60 deg) on the limit load of miter pipe bends (MPB), under different crack depths a/W = 0–0.4 at a crosshead speed 500 mm/min. The geometry of cracked and uncracked multimiter pipe bends are pipe bend angle, خ±â€‰= 90 deg, pipe bend factor, h = 0.844, standard dimension ratio, SDR = 11, and three junctions, m = 3. The material of the investigated pipe is a highdensity polyethylene (HDPE), which is commonly used in NGPS. The welds at the miter pipe junction are produced by buttfusion welding. For all loading modes the limit load is obtained by the tangent intersection (TI) method from the load–deflection curves produced by the specially designed and constructed testing machine at the laboratory5. Tensile tests are conducted on specimens longitudinally extruded from the pipe with thickness, T = 10, 30 mm, at different crosshead speeds (5–500 mm/min), and different gauge lengths (G = 20, 25, and 50 mm) to determine the mechanical properties of welded and unwelded specimens. The fracture toughness is determined on the basis of elastic plastic fracture mechanics (EPFM). Curved threepoint bend specimens (CTPB), are used. All specimens are provided with artificial precrack at the crack tip, a/W = 0.5. The effect of specimen thickness variation (B = 10, 15, 22.5, 30, 37.5, and 45 mm) for welded and unwelded specimens is studied at room temperature (Ta = 23 آ°C) and at different crosshead speeds, VC.H, ranging from 5 to 500 mm/min. The study reveals that increasing the crack depth leads to a decrease in the stiffness and limit load of MPB for both inplane, and outofplane bending moment. In case of combined load (outofplane and inplane opening; mode), higher load angles lead to an increase in the limit load. The highest limit load value occurs at a loading angle, د• = 60 deg. In case of combined load (outofplane and inplane closing; mode), the limit load decreases with increasing load angles. At a load angle د• = 30 deg, the higher limit load value occurred in both cases. For combined load opening case, higher values of limit load are obtained. The crosshead speed has a significant effect on the mechanical behavior of both welded and unwelded specimens. The fracture toughness, JIC, is greater for unwelded than welded specimen.
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      Limit Load Determination and Material Characterization of Cracked Polyethylene Miter Pipe Bends1

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    https://yetl.yabesh.ir/yetl1/handle/yetl/156154
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    • Journal of Pressure Vessel Technology

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    contributor authorEL
    contributor authorYounan, Maher Y. A.
    contributor authorSallam, Hossam E. M.
    contributor authorAbdel
    date accessioned2017-05-09T01:12:01Z
    date available2017-05-09T01:12:01Z
    date issued2014
    identifier issn0094-9930
    identifier otherpvt_136_04_041203.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156154
    description abstractThe quality of Natural Gas Piping Systems (NGPS), must be ensured against manufacturing defects. The main purpose of the present paper is to investigate the effect of loading mode and load angle (30 deg, 45 deg, and 60 deg) on the limit load of miter pipe bends (MPB), under different crack depths a/W = 0–0.4 at a crosshead speed 500 mm/min. The geometry of cracked and uncracked multimiter pipe bends are pipe bend angle, خ±â€‰= 90 deg, pipe bend factor, h = 0.844, standard dimension ratio, SDR = 11, and three junctions, m = 3. The material of the investigated pipe is a highdensity polyethylene (HDPE), which is commonly used in NGPS. The welds at the miter pipe junction are produced by buttfusion welding. For all loading modes the limit load is obtained by the tangent intersection (TI) method from the load–deflection curves produced by the specially designed and constructed testing machine at the laboratory5. Tensile tests are conducted on specimens longitudinally extruded from the pipe with thickness, T = 10, 30 mm, at different crosshead speeds (5–500 mm/min), and different gauge lengths (G = 20, 25, and 50 mm) to determine the mechanical properties of welded and unwelded specimens. The fracture toughness is determined on the basis of elastic plastic fracture mechanics (EPFM). Curved threepoint bend specimens (CTPB), are used. All specimens are provided with artificial precrack at the crack tip, a/W = 0.5. The effect of specimen thickness variation (B = 10, 15, 22.5, 30, 37.5, and 45 mm) for welded and unwelded specimens is studied at room temperature (Ta = 23 آ°C) and at different crosshead speeds, VC.H, ranging from 5 to 500 mm/min. The study reveals that increasing the crack depth leads to a decrease in the stiffness and limit load of MPB for both inplane, and outofplane bending moment. In case of combined load (outofplane and inplane opening; mode), higher load angles lead to an increase in the limit load. The highest limit load value occurs at a loading angle, د• = 60 deg. In case of combined load (outofplane and inplane closing; mode), the limit load decreases with increasing load angles. At a load angle د• = 30 deg, the higher limit load value occurred in both cases. For combined load opening case, higher values of limit load are obtained. The crosshead speed has a significant effect on the mechanical behavior of both welded and unwelded specimens. The fracture toughness, JIC, is greater for unwelded than welded specimen.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLimit Load Determination and Material Characterization of Cracked Polyethylene Miter Pipe Bends1
    typeJournal Paper
    journal volume136
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4026330
    journal fristpage41203
    journal lastpage41203
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 004
    contenttypeFulltext
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