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    Residual Stresses in Asbestos‐Cement Pipes

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 005
    Author:
    Sameh S. Issa
    DOI: 10.1061/(ASCE)0733-9399(1990)116:5(1125)
    Publisher: American Society of Civil Engineers
    Abstract: Longitudinal cracks were observed in asbestos‐cement pipes that were in service for some time before bursting. Preliminary tests using a slitting technique showed residual stresses in the hoop directions. Absolute peak stresses are critical for determining the bursting strength of the asbestos‐cement (asb/cem) pipes. The experimental techniques of photoelastic coating and the blind‐hole drilling method were implemented in measuring local residual stresses and determining their principal values and directions. Relatively high residual stresses were recorded, which is an indication of the cause of the cracks. Conditions of manufacturing, storing, and environment during service are investigated. Moisture content, storing conditions, and chemical reaction of the asbestos‐cement mixture seem to be the major causes of the cracks. Coating the pipes would be an effective precaution.
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      Residual Stresses in Asbestos‐Cement Pipes

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    contributor authorSameh S. Issa
    date accessioned2017-05-08T22:33:01Z
    date available2017-05-08T22:33:01Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A5%281125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82442
    description abstractLongitudinal cracks were observed in asbestos‐cement pipes that were in service for some time before bursting. Preliminary tests using a slitting technique showed residual stresses in the hoop directions. Absolute peak stresses are critical for determining the bursting strength of the asbestos‐cement (asb/cem) pipes. The experimental techniques of photoelastic coating and the blind‐hole drilling method were implemented in measuring local residual stresses and determining their principal values and directions. Relatively high residual stresses were recorded, which is an indication of the cause of the cracks. Conditions of manufacturing, storing, and environment during service are investigated. Moisture content, storing conditions, and chemical reaction of the asbestos‐cement mixture seem to be the major causes of the cracks. Coating the pipes would be an effective precaution.
    publisherAmerican Society of Civil Engineers
    titleResidual Stresses in Asbestos‐Cement Pipes
    typeJournal Paper
    journal volume116
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:5(1125)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 005
    contenttypeFulltext
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