An efficient solution procedure for elastohydrodynamic contact problems considering structural dynamics

This work presents an efficient solution procedure for the elastohydrodynamic (EHD) contact problem considering structural dynamics. The contact bodies are modeled using reduced finite element models. Singly diagonal implicit Runge-Kutta (SDIRK) methods are used for adaptive time integration. The st...

Full description

Saved in:
Bibliographic Details
Main Author: Schmidt, Jan Henrik (auth)
Format: Electronic Book Chapter
Language:English
Published: KIT Scientific Publishing 2018
Series:Schriftenreihe des Instituts für Technische Mechanik, Karlsruher Institut für Technologie
Subjects:
Online Access:DOAB: download the publication
DOAB: description of the publication
Tags: Add Tag
No Tags, Be the first to tag this record!

MARC

LEADER 00000naaaa2200000uu 4500
001 doab_20_500_12854_45908
005 20210211
003 oapen
006 m o d
007 cr|mn|---annan
008 20210211s2018 xx |||||o ||| 0|eng d
020 |a KSP/1000088235 
020 |a 9783731508724 
040 |a oapen  |c oapen 
024 7 |a 10.5445/KSP/1000088235  |c doi 
041 0 |a eng 
042 |a dc 
072 7 |a TB  |2 bicssc 
100 1 |a Schmidt, Jan Henrik  |4 auth 
245 1 0 |a An efficient solution procedure for elastohydrodynamic contact problems considering structural dynamics 
260 |b KIT Scientific Publishing  |c 2018 
300 |a 1 electronic resource (XV, 131 p. p.) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a Schriftenreihe des Instituts für Technische Mechanik, Karlsruher Institut für Technologie 
506 0 |a Open Access  |2 star  |f Unrestricted online access 
520 |a This work presents an efficient solution procedure for the elastohydrodynamic (EHD) contact problem considering structural dynamics. The contact bodies are modeled using reduced finite element models. Singly diagonal implicit Runge-Kutta (SDIRK) methods are used for adaptive time integration. The structural model is coupled with the nonlinear Reynolds Equation using a monolithic coupling approach. Finally, a reduced order model of the complete nonlinear coupled problem is constructed. 
540 |a Creative Commons  |f https://creativecommons.org/licenses/by-sa/4.0/  |2 cc  |4 https://creativecommons.org/licenses/by-sa/4.0/ 
546 |a English 
650 7 |a Technology: general issues  |2 bicssc 
653 |a EHD 
653 |a ehd 
653 |a Strukturdynamik 
653 |a Modellordnungsreduktion 
653 |a Zeitintegration 
653 |a Newton-Raphson method 
653 |a model order reduction 
653 |a structural dynamics 
653 |a Newton-Verfahren 
653 |a time integration 
856 4 0 |a www.oapen.org  |u https://www.ksp.kit.edu/9783731508724  |7 0  |z DOAB: download the publication 
856 4 0 |a www.oapen.org  |u https://directory.doabooks.org/handle/20.500.12854/45908  |7 0  |z DOAB: description of the publication