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| 001 | 481040 | ||
| 005 | 20221026103211.0 | ||
| 037 | _ | _ | |a RWTH-2015-04015 |
| 041 | _ | _ | |a English |
| 100 | 1 | _ | |0 P:(DE-HGF)0 |a Dornisch, W. |b 0 |e Corresponding author |
| 111 | 2 | _ | |a 3. ECCOMAS Young Investigators Conference and 6th GACM Colloquium on Computational Mechanics |c Aachen |d 2015-07-20 - 2015-07-23 |g YIC GACM 2015 |w Germany |
| 245 | _ | _ | |a The influence of integration schemes in isogeometric Reissner–Mindlin shell analysis |h online |
| 260 | _ | _ | |a Aachen |b Publikationsserver der RWTH Aachen University |c 2015 |
| 295 | 1 | 0 | |a Conference Proceedings of the YIC GACM 2015 / ed.: Stefanie Elgeti ; Jaan-Willem Simon |
| 300 | _ | _ | |a 4 S. |
| 336 | 7 | _ | |0 PUB:(DE-HGF)8 |2 PUB:(DE-HGF) |a Contribution to a conference proceedings |b contrib |m contrib |
| 336 | 7 | _ | |0 33 |2 EndNote |a Conference Paper |
| 336 | 7 | _ | |2 ORCID |a CONFERENCE_PAPER |
| 336 | 7 | _ | |2 DataCite |a Output Types/Conference Paper |
| 336 | 7 | _ | |2 DRIVER |a conferenceObject |
| 336 | 7 | _ | |2 BibTeX |a INPROCEEDINGS |
| 520 | _ | _ | |a The idea of isogeometric analysis is to use the more sophisticated basis functions of design systems alsofor the analysis. This requires a thoughtful update of element formulations. A precise and effective Reissner–Mindlinshell formulation is presented in this contribution. Special focus is put on the numerical integration of the stiffnessmatrix. The usage of non-uniform integration can have positive or negative effects on the accuracy of computations.A numerical example assesses the interaction between rotational concepts and integration. |l eng |
| 591 | _ | _ | |a Germany |
| 653 | _ | 7 | |2 eng |a Isogeometric Analysis |
| 653 | _ | 7 | |2 eng |a NURBS |
| 653 | _ | 7 | |2 eng |a Reissner–Mindlin shell formulation |
| 653 | _ | 7 | |2 eng |a Integration |
| 653 | _ | 7 | |2 eng |a Rotation |
| 700 | 1 | _ | |0 P:(DE-HGF)0 |a Müller, R. |b 1 |
| 700 | 1 | _ | |0 P:(DE-82)IDM00396 |a Klinkel, Sven |b 2 |
| 787 | 0 | _ | |0 RWTH-2015-03980 |i HasPart |
| 856 | 4 | _ | |u http://nbn-resolving.de/urn:nbn:de:hbz:82-rwth-2015-039806 |y Fulltext |
| 856 | 4 | _ | |u https://publications.rwth-aachen.de/record/480970/files/ProceedingsYIC-GACM-ACCES.pdf |
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| 910 | 1 | _ | |0 I:(DE-HGF)0 |6 P:(DE-HGF)0 |a Institute of Applied Mechanics, University of Kaiserslautern |b 0 |
| 910 | 1 | _ | |0 I:(DE-HGF)0 |6 P:(DE-HGF)0 |a Institute of Applied Mechanics, University of Kaiserslautern |b 1 |
| 914 | 1 | _ | |y 2015 |
| 915 | _ | _ | |0 StatID:(DE-HGF)0510 |2 StatID |a OpenAccess |
| 915 | _ | _ | |0 LIC:(DE-HGF)CCBYND3 |2 HGFVOC |a Creative Commons Attribution-NoDerivs CC BY-ND 3.0 |
| 920 | 1 | _ | |0 I:(DE-82)311810_20140620 |k 311810 |l Lehrstuhl für Baustatik und Baudynamik |x 0 |
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