Dynamic Interactions of Inelastic Structures and Fluids

A semi-analytic algorithm for the analysis of dynamie intera.ction between an elasto­viscoplastic beam and the linear compressible fluid in a rectangular containment is presented. The inelastic parts of the strain in the beam are treated as unknown eigenstrains acting upon the linear elastic backgr...

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Main Authors: W. Brunner, H. Irschik
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1994-07-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/1534
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author W. Brunner
H. Irschik
author_facet W. Brunner
H. Irschik
author_sort W. Brunner
collection DOAJ
description A semi-analytic algorithm for the analysis of dynamie intera.ction between an elasto­viscoplastic beam and the linear compressible fluid in a rectangular containment is presented. The inelastic parts of the strain in the beam are treated as unknown eigenstrains acting upon the linear elastic background structure. By means of this consistent eigenstrain analogy, the dynamic interaction problem is represented in a linear form. Using a substructure technique, dynamic influence functions for the eigenstrains are developed in the frequency domain and transformed back to the time domain, partly by analytic transformation, and partly by FFT. The eigenstrains are subsequently evaluated from the inelastic constitutive equations in a time stepping procedure, the influence functions being used, in connection with appropriate non-linear algorithms.
format Article
id doaj-art-58489ea493e240d78814fbd2c1e74fd5
institution Kabale University
issn 0867-888X
2450-8071
language English
publishDate 1994-07-01
publisher Institute of Fundamental Technological Research
record_format Article
series Engineering Transactions
spelling doaj-art-58489ea493e240d78814fbd2c1e74fd52025-08-20T03:49:49ZengInstitute of Fundamental Technological ResearchEngineering Transactions0867-888X2450-80711994-07-01421-2Dynamic Interactions of Inelastic Structures and FluidsW. Brunner0H. Irschik1Johannes Kepler University of Linz, LinzJohannes Kepler University of Linz, Linz A semi-analytic algorithm for the analysis of dynamie intera.ction between an elasto­viscoplastic beam and the linear compressible fluid in a rectangular containment is presented. The inelastic parts of the strain in the beam are treated as unknown eigenstrains acting upon the linear elastic background structure. By means of this consistent eigenstrain analogy, the dynamic interaction problem is represented in a linear form. Using a substructure technique, dynamic influence functions for the eigenstrains are developed in the frequency domain and transformed back to the time domain, partly by analytic transformation, and partly by FFT. The eigenstrains are subsequently evaluated from the inelastic constitutive equations in a time stepping procedure, the influence functions being used, in connection with appropriate non-linear algorithms. https://et.ippt.pan.pl/index.php/et/article/view/1534
spellingShingle W. Brunner
H. Irschik
Dynamic Interactions of Inelastic Structures and Fluids
Engineering Transactions
title Dynamic Interactions of Inelastic Structures and Fluids
title_full Dynamic Interactions of Inelastic Structures and Fluids
title_fullStr Dynamic Interactions of Inelastic Structures and Fluids
title_full_unstemmed Dynamic Interactions of Inelastic Structures and Fluids
title_short Dynamic Interactions of Inelastic Structures and Fluids
title_sort dynamic interactions of inelastic structures and fluids
url https://et.ippt.pan.pl/index.php/et/article/view/1534
work_keys_str_mv AT wbrunner dynamicinteractionsofinelasticstructuresandfluids
AT hirschik dynamicinteractionsofinelasticstructuresandfluids