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    Mechanical Behavior of Spun-Cast Gray Iron Pipe

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    Author:
    J. M. Makar
    ,
    S. E. McDonald
    DOI: 10.1061/(ASCE)0899-1561(2007)19:10(826)
    Publisher: American Society of Civil Engineers
    Abstract: Past work has made little differentiation between the mechanical properties of pit and spun cast gray iron water pipes. Mechanical tests on coupons from spun and pit cast samples presented here show that spun cast gray iron has mechanical properties that fall between those of pit cast gray iron and ductile iron pipes, often with marked similarities to ductile iron. The properties determined from the mechanical tests were used to examine whether linear elastic analysis can be successfully used to approximate the mechanical behavior of a pipe loaded in bending. Linear elastic analysis was found to produce reasonable approximations to the behavior of undamaged pipes. The effect of corrosion pitting was included in the analysis by determining stress concentration factors for pits of varying depths at different stress levels. Multiplying the stress concentration factors by the results of the linear elastic analysis produced results with an error of no more than 6% from the values produced by a full cast iron plasticity analysis within the experimentally measured range of ultimate stresses.
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      Mechanical Behavior of Spun-Cast Gray Iron Pipe

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    contributor authorJ. M. Makar
    contributor authorS. E. McDonald
    date accessioned2017-05-08T21:18:10Z
    date available2017-05-08T21:18:10Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A10%28826%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46230
    description abstractPast work has made little differentiation between the mechanical properties of pit and spun cast gray iron water pipes. Mechanical tests on coupons from spun and pit cast samples presented here show that spun cast gray iron has mechanical properties that fall between those of pit cast gray iron and ductile iron pipes, often with marked similarities to ductile iron. The properties determined from the mechanical tests were used to examine whether linear elastic analysis can be successfully used to approximate the mechanical behavior of a pipe loaded in bending. Linear elastic analysis was found to produce reasonable approximations to the behavior of undamaged pipes. The effect of corrosion pitting was included in the analysis by determining stress concentration factors for pits of varying depths at different stress levels. Multiplying the stress concentration factors by the results of the linear elastic analysis produced results with an error of no more than 6% from the values produced by a full cast iron plasticity analysis within the experimentally measured range of ultimate stresses.
    publisherAmerican Society of Civil Engineers
    titleMechanical Behavior of Spun-Cast Gray Iron Pipe
    typeJournal Paper
    journal volume19
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:10(826)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    contenttypeFulltext
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