Josef Kiendl
Josef Kiendl
Norwegian University of Science and Technology
Bestätigte E-Mail-Adresse bei unipv.it
Titel
Zitiert von
Zitiert von
Jahr
Isogeometric shell analysis with Kirchhoff–Love elements
J Kiendl, KU Bletzinger, J Linhard, R Wüchner
Computer Methods in Applied Mechanics and Engineering 198 (49-52), 3902-3914, 2009
8032009
3D simulation of wind turbine rotors at full scale. Part II: Fluid–structure interaction modeling with composite blades
Y Bazilevs, MC Hsu, J Kiendl, R Wüchner, KU Bletzinger
International Journal for numerical methods in fluids 65 (1‐3), 236-253, 2011
4682011
The bending strip method for isogeometric analysis of Kirchhoff–Love shell structures comprised of multiple patches
J Kiendl, Y Bazilevs, MC Hsu, R Wüchner, KU Bletzinger
Computer Methods in Applied Mechanics and Engineering 199 (37-40), 2403-2416, 2010
4352010
Rotation free isogeometric thin shell analysis using PHT-splines
N Nguyen-Thanh, J Kiendl, H Nguyen-Xuan, R Wüchner, KU Bletzinger, ...
Computer Methods in Applied Mechanics and Engineering 200 (47-48), 3410-3424, 2011
3522011
Isogeometric Kirchhoff–Love shell formulations for general hyperelastic materials
J Kiendl, MC Hsu, MCH Wu, A Reali
Computer Methods in Applied Mechanics and Engineering 291, 280-303, 2015
1972015
Dynamic and fluid–structure interaction simulations of bioprosthetic heart valves using parametric design with T-splines and Fung-type material models
MC Hsu, D Kamensky, F Xu, J Kiendl, C Wang, MCH Wu, J Mineroff, ...
Computational mechanics 55 (6), 1211-1225, 2015
1952015
Isogeometric shape optimization of shells using semi-analytical sensitivity analysis and sensitivity weighting
J Kiendl, R Schmidt, R Wüchner, KU Bletzinger
Computer Methods in Applied Mechanics and Engineering 274, 148-167, 2014
1252014
Locking-free isogeometric collocation methods for spatial Timoshenko rods
F Auricchio, LB Da Veiga, J Kiendl, C Lovadina, A Reali
Computer Methods in Applied Mechanics and Engineering 263, 113-126, 2013
1242013
Free vibration analysis of thin plates by using a NURBS-based isogeometric approach
S Shojaee, E Izadpanah, N Valizadeh, J Kiendl
Finite Elements in Analysis and Design 61, 23-34, 2012
1232012
Single-variable formulations and isogeometric discretizations for shear deformable beams
J Kiendl, F Auricchio, TJR Hughes, A Reali
Computer Methods in Applied Mechanics and Engineering 284, 988-1004, 2015
952015
Phase-field description of brittle fracture in plates and shells
J Kiendl, M Ambati, L De Lorenzis, H Gomez, A Reali
Computer Methods in Applied Mechanics and Engineering 312, 374-394, 2016
892016
Isogeometric analysis and shape optimal design of shell structures
J Kiendl
Technische Universität München, 2011
812011
Isogeometric collocation methods for the Reissner–Mindlin plate problem
J Kiendl, F Auricchio, LB da Veiga, C Lovadina, A Reali
Computer Methods in Applied Mechanics and Engineering 284, 489-507, 2015
792015
A locking-free model for Reissner–Mindlin plates: Analysis and isogeometric implementation via NURBS and triangular NURPS
L Beirão Da Veiga, TJR Hughes, J Kiendl, C Lovadina, J Niiranen, ...
Mathematical Models and Methods in Applied Sciences 25 (08), 1519-1551, 2015
692015
A computational procedure for prebending of wind turbine blades
Y Bazilevs, MC Hsu, J Kiendl, DJ Benson
International Journal for Numerical Methods in Engineering 89 (3), 323-336, 2012
682012
Variational formulations, model comparisons and numerical methods for Euler–Bernoulli micro-and nano-beam models
J Niiranen, V Balobanov, J Kiendl, SB Hosseini
Mathematics and Mechanics of Solids 24 (1), 312-335, 2019
652019
Isogeometric analysis for sixth-order boundary value problems of gradient-elastic Kirchhoff plates
J Niiranen, J Kiendl, AH Niemi, A Reali
Computer Methods in Applied Mechanics and Engineering 316, 328-348, 2017
632017
On the Assumed Natural Strain method to alleviate locking in solid-shell NURBS-based finite elements
JF Caseiro, RAF Valente, A Reali, J Kiendl, F Auricchio, RJA De Sousa
Computational Mechanics 53 (6), 1341-1353, 2014
572014
Realization of an integrated structural design process: analysis-suitable geometric modelling and isogeometric analysis
R Schmidt, J Kiendl, KU Bletzinger, R Wüchner
Computing and Visualization in Science 13 (7), 315-330, 2010
542010
Assumed natural strain NURBS-based solid-shell element for the analysis of large deformation elasto-plastic thin-shell structures
JF Caseiro, RAF Valente, A Reali, J Kiendl, F Auricchio, RJA de Sousa
Computer Methods in Applied Mechanics and Engineering 284, 861-880, 2015
482015
Das System kann den Vorgang jetzt nicht ausführen. Versuchen Sie es später erneut.
Artikel 1–20