TY  - JOUR
A1  - Sander, Volker
A1  - Fidler, Markus
A1  - Klimala, Wojciech
T1  - Traffic shaping in aggregate-based networks: implementation and analysis / Fidler, Markus ; Sander, Volker ; Klimala, Wojciech
JF  - Computer Communications. 28 (2005), H. 3
Y1  - 2005
SN  - 0140-3664
SP  - 274
EP  - 286
ER  - 
TY  - JOUR
A1  - Temiz Artmann, Aysegül
A1  - Saklamaz, Ali
A1  - Comlekci, Abdurrahman
A1  - Caliskan, Sezer
T1  - The beneficial effects of lipid-lowering drugs beyond lipid-lowering effects: A comparative study with pravastatin, atorvastatin, and fenofibrate in patients with type IIa and type IIb hyperlipidemia / Saklamaz, Ali ; Comlekci, Abdurrahman ; Temiz, Aysegu
JF  - Metabolism. 54 (2005), H. 5
Y1  - 2005
SN  - 0026-0495
SP  - 677
EP  - 681
ER  - 
TY  - BOOK
A1  - Grotendorst, Johannes
A1  - Scott, Tony C.
A1  - Mann, Robert
A1  - Martinez Il, Roberto E.
T1  - General Relativity and Quantum Mechanics: Towards a Generalization of the Lambert W Function / Scott, Tony C. ; Mann, Robert ; Martinez Il, Roberto E.  ; Grotendorst, Johannes
Y1  - 2005
N1  - Technical Report FZJ-ZAM-IB-2005-10
CY  - Jülich
ER  - 
TY  - JOUR
A1  - Dikta, Gerhard
A1  - Ghorai, Jugal
A1  - Schmidt, Christian
T1  - The Central Limit Theorem under Semiparametric Random Censorship Models
JF  - Journal of Statistical Planning and Inference. 127 (2005), H. 1
Y1  - 2005
SN  - 0378-3758
SP  - 23
EP  - 51
ER  - 
TY  - JOUR
A1  - Kaminsky, Randolph
A1  - Simons, Antoine
A1  - Gatzweiler, Karl-Heinz
A1  - Weber, Hans-Joachim
T1  - Flow visualization by means of PIV of an artificial aortic heart valve fixed into a mock aorta
JF  - Acta Mechanica Slovaka 2-A. 9 (2005)
Y1  - 2005
SP  - 343
EP  - 348
ER  - 
TY  - JOUR
A1  - Kaminsky, Randolph
A1  - Weber, Hans-Joachim
A1  - Simons, Antoine
A1  - Kallweit, Stephan
A1  - Kramm, K.
A1  - Verdonck, Pascale
T1  - Comparison of the flow downstream two prototypes of a new monoleaflet artificial aortic heart valve by means of PIV visualization
JF  - Computer methods in biomechanics and biomedical engineering. 8 (2005), H. 4, Suppl. 1
Y1  - 2005
SN  - 1476-8259
SP  - 159
EP  - 160
ER  - 
TY  - BOOK
A1  - Weber, Hans-Joachim
A1  - Kaminsky, Radoslav
A1  - Kallweit, Stephan
A1  - Simons, Antoine
T1  - PIV measurements with high temporal resolution behind artificial heart valves
Y1  - 2005
N1  - International Symposium on Particle Image Velocimetry <6, 2005, Pasadena, Calif.>
ER  - 
TY  - JOUR
A1  - Staat, Manfred
T1  - Local and global collapse pressure of longitudinally flawed pipes and cylindrical vessels
JF  - International Journal of Pressure Vessels and Piping. 82 (2005), H. 3
Y1  - 2005
SN  - 0308-0161
SP  - 217
EP  - 225
ER  - 
TY  - JOUR
A1  - Grajewski, Matthias
A1  - Hron, Jaroslav
A1  - Turek, Stefan
T1  - Dual weighted a posteriori error estimation for a new nonconforming linear finite element on quadrilaterals
JF  - Applied Numerical Mathematics
N2  - After a short introduction of a new nonconforming linear finite element on quadrilaterals recently developed by Park, we derive a dual weighted residual-based a posteriori error estimator (in the sense of Becker and Rannacher) for this finite element. By computing a corresponding dual solution we estimate the error with respect to a given target error functional. The reliability and efficiency of this estimator is analyzed in several numerical experiments.
Y1  - 2005
U6  - https://doi.org/10.1016/j.apnum.2004.09.016
SN  - 0168-9274
VL  - 54
IS  - 3-4
SP  - 504
EP  - 518
PB  - Elsevier
CY  - Amsterdam
ER  - 
TY  - JOUR
A1  - Staat, Manfred
T1  - Local and global collapse pressure of longitudinally flawed pipes and cylindrical vessels
N2  - Limit loads can be calculated with the finite element method (FEM) for any component, defect geometry, and loading. FEM suggests that published long crack limit formulae for axial defects under-estimate the burst pressure for internal surface defects in thick pipes while limit loads are not conservative for deep cracks and for pressure loaded crack-faces. Very deep cracks have a residual strength, which is modelled by a global collapse load. These observations are combined to derive new analytical local and global collapse loads. The global collapse loads are close to FEM limit analyses for all crack dimensions.
KW  - Finite-Elemente-Methode
KW  - Grenzwertberechnung
KW  - Axialbelastung
KW  - FEM
KW  - Grenzwertberechnung
KW  - Axialbelastung
KW  - Traglastanalyse
KW  - Limit analysis
KW  - Global and local collapse
KW  - Axially cracked pipe
KW  - Pressure loaded crack-face
Y1  - 2005
ER  -