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    Vibration Behavior and Fatigue Strength of Mocked-Up Piping System

    Source: Journal of Pressure Vessel Technology:;1997:;volume( 119 ):;issue: 003::page 343
    Author:
    M. Hayashi
    ,
    I. Tanaka
    ,
    K. Iida
    ,
    F. Matsuda
    ,
    M. Sato
    DOI: 10.1115/1.2842314
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For the purpose of investigating vibration characteristics and fatigue strength of a socket-welded joint, a piping system was mocked-up by assembling a straight pipe of 350 mm nominal diameter and a long pipe of 20 mm nominal diameter consisting of straight pipes and elbows. The one end of the small-diameter piping is connected to the large-diameter pipe at its longitudinal midpoint by socket welding, and the rest is supported at several supporting points, the locations of which are changed as an experimental parameter. The materials of the small-diameter piping are carbon and stainless steels. The small-diameter piping was subjected to nearly resonant vibration with the frequency of about 11 Hz by a sinusoidal vibration load applied to the large-diameter pipe. The vibrating displacement amplitude measured on the actual piping was basically 0.05 mm in resonant condition; but the displacement was changed to obtain an S-N curve for the socket-welded joint in the fatigue life range of 104 to 107 cycles. In the mocked-up specimens, fatigue cracks were initiated from the toe of the socket-fillet welds at higher stress amplitude, but from the fillet root at lower stress amplitude. Comparative fatigue tests of straight shape socket-welded specimens fabricated with 20 mm nominal diameter pipe of the same material as used in the mocked-up specimen were carried out under four-point bending condition. The fatigue strength of the socket-welded joint in the mocked-up specimen was about 15 percent lower than that of the simple specimen fatigued by four-point bending load. The reason for this difference is probably due to the triaxial stress condition and three-dimensional restraint condition. The strain gage measurement showed that the shear stress was about 40 percent of the bending stress in the case of the mockedup specimen. In addition, vibration tests of the piping system showed good agreement between experimental and analytical results of vibration behavior.
    keyword(s): Vibration , Fatigue strength , Piping systems , Pipes , Stress , Displacement , Fatigue cracks , Fatigue life , Fatigue testing , Shapes , Stainless steel , Strain gages , Shear (Mechanics) , Welded joints , Vibration tests , Bending (Stress) , Carbon , Welding AND Cycles ,
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      Vibration Behavior and Fatigue Strength of Mocked-Up Piping System

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    http://yetl.yabesh.ir/yetl1/handle/yetl/119257
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    • Journal of Pressure Vessel Technology

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    contributor authorM. Hayashi
    contributor authorI. Tanaka
    contributor authorK. Iida
    contributor authorF. Matsuda
    contributor authorM. Sato
    date accessioned2017-05-08T23:54:29Z
    date available2017-05-08T23:54:29Z
    date copyrightAugust, 1997
    date issued1997
    identifier issn0094-9930
    identifier otherJPVTAS-28378#343_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119257
    description abstractFor the purpose of investigating vibration characteristics and fatigue strength of a socket-welded joint, a piping system was mocked-up by assembling a straight pipe of 350 mm nominal diameter and a long pipe of 20 mm nominal diameter consisting of straight pipes and elbows. The one end of the small-diameter piping is connected to the large-diameter pipe at its longitudinal midpoint by socket welding, and the rest is supported at several supporting points, the locations of which are changed as an experimental parameter. The materials of the small-diameter piping are carbon and stainless steels. The small-diameter piping was subjected to nearly resonant vibration with the frequency of about 11 Hz by a sinusoidal vibration load applied to the large-diameter pipe. The vibrating displacement amplitude measured on the actual piping was basically 0.05 mm in resonant condition; but the displacement was changed to obtain an S-N curve for the socket-welded joint in the fatigue life range of 104 to 107 cycles. In the mocked-up specimens, fatigue cracks were initiated from the toe of the socket-fillet welds at higher stress amplitude, but from the fillet root at lower stress amplitude. Comparative fatigue tests of straight shape socket-welded specimens fabricated with 20 mm nominal diameter pipe of the same material as used in the mocked-up specimen were carried out under four-point bending condition. The fatigue strength of the socket-welded joint in the mocked-up specimen was about 15 percent lower than that of the simple specimen fatigued by four-point bending load. The reason for this difference is probably due to the triaxial stress condition and three-dimensional restraint condition. The strain gage measurement showed that the shear stress was about 40 percent of the bending stress in the case of the mockedup specimen. In addition, vibration tests of the piping system showed good agreement between experimental and analytical results of vibration behavior.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleVibration Behavior and Fatigue Strength of Mocked-Up Piping System
    typeJournal Paper
    journal volume119
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2842314
    journal fristpage343
    journal lastpage350
    identifier eissn1528-8978
    keywordsVibration
    keywordsFatigue strength
    keywordsPiping systems
    keywordsPipes
    keywordsStress
    keywordsDisplacement
    keywordsFatigue cracks
    keywordsFatigue life
    keywordsFatigue testing
    keywordsShapes
    keywordsStainless steel
    keywordsStrain gages
    keywordsShear (Mechanics)
    keywordsWelded joints
    keywordsVibration tests
    keywordsBending (Stress)
    keywordsCarbon
    keywordsWelding AND Cycles
    treeJournal of Pressure Vessel Technology:;1997:;volume( 119 ):;issue: 003
    contenttypeFulltext
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