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    Determination of the Neutral Temperature of Slender Beams by Using Nonlinear Solitary Waves

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 006
    Author:
    Abdollah
    ,
    Bagheri
    ,
    Piervincenzo
    ,
    Rizzo
    ,
    Leith
    ,
    Al-Nazer
    DOI: 10.1061/(ASCE)EM.1943-7889.0000886
    Publisher: American Society of Civil Engineers
    Abstract: Slender columns subjected to compressive stress are common in many civil structures. The rapid in situ measurement of this stress may prevent structural buckling. In this study, the authors applied an artificial neural network (ANN) to process numerical data that describe the coupling mechanism between highly nonlinear solitary waves (HNSWs) propagating along a granular system and a beam in contact with the granular medium. The aim is to evaluate the ability of HNSWs to measure stress in thermally loaded structures and to estimate the neutral temperature, i.e., the temperature at which the stress is null. Nonlinear solitary waves are compact nondispersive waves that can form and travel in nonlinear systems such as one-dimensional chains of particles, where they are conventionally generated by the mechanical impact of a striker. The authors numerically investigated a straight chain of spherical particles in contact with a prismatic beam subjected to thermal stress. The effect of the neutral temperature on certain features of the waves was examined. These features then were fed into an ANN with the aim of estimating the neutral temperature. In the future, the findings presented in this paper may be used to develop a novel sensing system for the nondestructive prediction of neutral temperature and thermal buckling.
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      Determination of the Neutral Temperature of Slender Beams by Using Nonlinear Solitary Waves

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    https://yetl.yabesh.ir/yetl1/handle/yetl/75863
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    • Journal of Engineering Mechanics

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    contributor authorAbdollah
    contributor authorBagheri
    contributor authorPiervincenzo
    contributor authorRizzo
    contributor authorLeith
    contributor authorAl-Nazer
    date accessioned2017-05-08T22:16:30Z
    date available2017-05-08T22:16:30Z
    date copyrightJune 2015
    date issued2015
    identifier other40056702.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75863
    description abstractSlender columns subjected to compressive stress are common in many civil structures. The rapid in situ measurement of this stress may prevent structural buckling. In this study, the authors applied an artificial neural network (ANN) to process numerical data that describe the coupling mechanism between highly nonlinear solitary waves (HNSWs) propagating along a granular system and a beam in contact with the granular medium. The aim is to evaluate the ability of HNSWs to measure stress in thermally loaded structures and to estimate the neutral temperature, i.e., the temperature at which the stress is null. Nonlinear solitary waves are compact nondispersive waves that can form and travel in nonlinear systems such as one-dimensional chains of particles, where they are conventionally generated by the mechanical impact of a striker. The authors numerically investigated a straight chain of spherical particles in contact with a prismatic beam subjected to thermal stress. The effect of the neutral temperature on certain features of the waves was examined. These features then were fed into an ANN with the aim of estimating the neutral temperature. In the future, the findings presented in this paper may be used to develop a novel sensing system for the nondestructive prediction of neutral temperature and thermal buckling.
    publisherAmerican Society of Civil Engineers
    titleDetermination of the Neutral Temperature of Slender Beams by Using Nonlinear Solitary Waves
    typeJournal Paper
    journal volume141
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000886
    treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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