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    Geometric Imperfection Measurements and Validations on Cold-Formed Steel Channels Using 3D Noncontact Laser Scanner

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author:
    Selvaraj Sivaganesh;Madhavan Mahendrakumar
    DOI: 10.1061/(ASCE)ST.1943-541X.0001993
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) noncontact laser-scanning method to quantify the deviations in cold-formed steel (CFS) channel sections (plain and lipped) is presented. The methodologies to segregate the different categories of imperfections from the deviations in the geometry of CFS member are also presented. A total of 24 different C-sections (minimum of six samples in each section) with varying cross-sectional parameters totaling 188 specimens were studied. The nature of imperfections in the CFS members was found to correlate with geometric properties such as slenderness ratios, torsional constant, and plate slenderness. The bow and camber imperfection (global out-of-straightness) in the members is presented with respect to the minor and major axis slenderness ratios. A new combined global and cross-sectional parameter (J/L) is introduced against the deviation caused by twisting of the CFS member. To predict the imperfection magnitudes based on their geometrical properties, a new set of expressions are suggested.
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      Geometric Imperfection Measurements and Validations on Cold-Formed Steel Channels Using 3D Noncontact Laser Scanner

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4248931
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    contributor authorSelvaraj Sivaganesh;Madhavan Mahendrakumar
    date accessioned2019-02-26T07:43:22Z
    date available2019-02-26T07:43:22Z
    date issued2018
    identifier other%28ASCE%29ST.1943-541X.0001993.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248931
    description abstractA three-dimensional (3D) noncontact laser-scanning method to quantify the deviations in cold-formed steel (CFS) channel sections (plain and lipped) is presented. The methodologies to segregate the different categories of imperfections from the deviations in the geometry of CFS member are also presented. A total of 24 different C-sections (minimum of six samples in each section) with varying cross-sectional parameters totaling 188 specimens were studied. The nature of imperfections in the CFS members was found to correlate with geometric properties such as slenderness ratios, torsional constant, and plate slenderness. The bow and camber imperfection (global out-of-straightness) in the members is presented with respect to the minor and major axis slenderness ratios. A new combined global and cross-sectional parameter (J/L) is introduced against the deviation caused by twisting of the CFS member. To predict the imperfection magnitudes based on their geometrical properties, a new set of expressions are suggested.
    publisherAmerican Society of Civil Engineers
    titleGeometric Imperfection Measurements and Validations on Cold-Formed Steel Channels Using 3D Noncontact Laser Scanner
    typeJournal Paper
    journal volume144
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001993
    page4018010
    treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 003
    contenttypeFulltext
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