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    Simplified Analytical Models to Predict Low-Velocity Impact Response of RC Beams

    Source: Practice Periodical on Structural Design and Construction:;2018:;Volume ( 023 ):;issue: 002
    Author:
    Das Adhikary Satadru;Li Bing
    DOI: 10.1061/(ASCE)SC.1943-5576.0000357
    Publisher: American Society of Civil Engineers
    Abstract: Nowadays, evaluation of the impact resistance of structures is receiving immense attention among engineers and researchers because of the increase in accidental and/or malicious incidents around the world. Although numerous experiments and nonlinear finite-element dynamic analysis (NLFEDA) have been carried out in the past to investigate the behavior of RC structures under impact loading, such approaches may not be applicable for routine analysis. Thus, in this study, simplified analytical models, such as energy-balance and single-degree-of-freedom (SDOF) models, were developed to predict the maximum midspan deflection of a beam, and the results were compared with the results of low-velocity impact testing conducted by the author and other researchers. Maximum midspan deflection is considered to be an important performance index to evaluate the damage levels of beams when subjected to impact loadings. Therefore, this study provides efficient yet simple tools to practicing engineers for the preliminary analysis and design of RC beams under low-velocity impact prior to the use of detailed finite-element (FE) analysis and/or laboratory testing.
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      Simplified Analytical Models to Predict Low-Velocity Impact Response of RC Beams

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    contributor authorDas Adhikary Satadru;Li Bing
    date accessioned2019-02-26T07:36:01Z
    date available2019-02-26T07:36:01Z
    date issued2018
    identifier other%28ASCE%29SC.1943-5576.0000357.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248164
    description abstractNowadays, evaluation of the impact resistance of structures is receiving immense attention among engineers and researchers because of the increase in accidental and/or malicious incidents around the world. Although numerous experiments and nonlinear finite-element dynamic analysis (NLFEDA) have been carried out in the past to investigate the behavior of RC structures under impact loading, such approaches may not be applicable for routine analysis. Thus, in this study, simplified analytical models, such as energy-balance and single-degree-of-freedom (SDOF) models, were developed to predict the maximum midspan deflection of a beam, and the results were compared with the results of low-velocity impact testing conducted by the author and other researchers. Maximum midspan deflection is considered to be an important performance index to evaluate the damage levels of beams when subjected to impact loadings. Therefore, this study provides efficient yet simple tools to practicing engineers for the preliminary analysis and design of RC beams under low-velocity impact prior to the use of detailed finite-element (FE) analysis and/or laboratory testing.
    publisherAmerican Society of Civil Engineers
    titleSimplified Analytical Models to Predict Low-Velocity Impact Response of RC Beams
    typeJournal Paper
    journal volume23
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000357
    page4018002
    treePractice Periodical on Structural Design and Construction:;2018:;Volume ( 023 ):;issue: 002
    contenttypeFulltext
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