Numerical analysis of static and dynamic stabilities of viscoelastic columns

This paper presents a new numerical approach for the static and dynamic stabilities analysis of viscoelastic columns. By expanding all variables in a discretized time interval, a time and space coupled integral‐differential equation system is converted into a series of recursive spatial problems tha...

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Published inMathematical methods in the applied sciences Vol. 39; no. 14; pp. 3932 - 3946
Main Authors Haitian, Yang, Zhi, Han, Yiqian, He
Format Journal Article
LanguageEnglish
Published Freiburg Blackwell Publishing Ltd 30.09.2016
Wiley Subscription Services, Inc
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ISSN0170-4214
1099-1476
DOI10.1002/mma.3786

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Summary:This paper presents a new numerical approach for the static and dynamic stabilities analysis of viscoelastic columns. By expanding all variables in a discretized time interval, a time and space coupled integral‐differential equation system is converted into a series of recursive spatial problems that are solved via FEM. A temporally piecewised adaptive algorithm is developed to maintain computing accuracy. Consequently, the descriptions of static stability of imperfect viscoelastic columns and dynamic stability of perfect viscoelastic columns are realized, respectively. Numerical examples are presented to verify the proposed approach. Additionally, two analytical expressions are derived for the dynamic stability analysis of linear and Burgers models, respectively. Copyright © 2016 John Wiley & Sons, Ltd.
Bibliography:NKBRSF - No. 2015CB057804
Fundamental Research Funds for the Central Universities - No. DUT14LK10, DUT14RC(4)38
istex:D0A41248DEF1274F3B5F184554CAAC0C51E4FCDC
NSF - No. 11572068; No. 11202046; No. 11572077
ark:/67375/WNG-CTGX7S80-Q
ArticleID:MMA3786
ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
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ISSN:0170-4214
1099-1476
DOI:10.1002/mma.3786