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    Residual Stresses in Heat-Straightened Steel Members

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 001
    Author:
    R. Richard Avent
    ,
    David J. Mukai
    ,
    Paul F. Robinson
    DOI: 10.1061/(ASCE)0899-1561(2001)13:1(18)
    Publisher: American Society of Civil Engineers
    Abstract: Various forms of heat straightening have been used by fabricators and erectors for many years. However, it has only been in the last 15 years that heat-straightening procedures have begun to be quantified in engineering terms. There has been a general lack of information on the type and distribution of residual stresses that occur in heat-straightened rolled shapes. The purpose of this paper is to report on an experimental study in which residual stresses were measured in heat-straightened plates and rolled shapes. Residual stress patterns were measured for members in which various heat-straightening parameters were varied. It was found that the most reliable data should be obtained from tests on damaged members that have been completely heat straightened. The residual stresses in heat-straightened plates were fairly consistent, having maximum compression stresses of about 159 MPa (20 ksi) at the edges and tension stresses of about one-half that value at the center of the plate. Residual stresses in heat-straightened angles tended to have maximum values approaching yield in compression at the toes and heel. Relatively high tension stresses were found near the middle of each leg. Maximum residual stresses in wide flange beams tended toward the yield stress for both major and minor axes heating patterns. High residual stresses may help or hinder heat straightening. Since jacking forces are usually applied as part of the heat-straightening process, movement could be hindered by the distribution of residual stresses. In addition, overstress may occur due to the combination of residual stresses and jacking stresses. Finally, large compression residual stresses may produce bulges in the compression elements of a cross section. Special heating patterns and sequences may be required to prevent this effect.
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      Residual Stresses in Heat-Straightened Steel Members

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    contributor authorR. Richard Avent
    contributor authorDavid J. Mukai
    contributor authorPaul F. Robinson
    date accessioned2017-05-08T21:17:13Z
    date available2017-05-08T21:17:13Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290899-1561%282001%2913%3A1%2818%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45666
    description abstractVarious forms of heat straightening have been used by fabricators and erectors for many years. However, it has only been in the last 15 years that heat-straightening procedures have begun to be quantified in engineering terms. There has been a general lack of information on the type and distribution of residual stresses that occur in heat-straightened rolled shapes. The purpose of this paper is to report on an experimental study in which residual stresses were measured in heat-straightened plates and rolled shapes. Residual stress patterns were measured for members in which various heat-straightening parameters were varied. It was found that the most reliable data should be obtained from tests on damaged members that have been completely heat straightened. The residual stresses in heat-straightened plates were fairly consistent, having maximum compression stresses of about 159 MPa (20 ksi) at the edges and tension stresses of about one-half that value at the center of the plate. Residual stresses in heat-straightened angles tended to have maximum values approaching yield in compression at the toes and heel. Relatively high tension stresses were found near the middle of each leg. Maximum residual stresses in wide flange beams tended toward the yield stress for both major and minor axes heating patterns. High residual stresses may help or hinder heat straightening. Since jacking forces are usually applied as part of the heat-straightening process, movement could be hindered by the distribution of residual stresses. In addition, overstress may occur due to the combination of residual stresses and jacking stresses. Finally, large compression residual stresses may produce bulges in the compression elements of a cross section. Special heating patterns and sequences may be required to prevent this effect.
    publisherAmerican Society of Civil Engineers
    titleResidual Stresses in Heat-Straightened Steel Members
    typeJournal Paper
    journal volume13
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2001)13:1(18)
    treeJournal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 001
    contenttypeFulltext
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