Werner Wagner 个人学术档案

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	总计	2019 年至今
引用	5699	1655
h 指数	39	23
i10 指数	98	48

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Friedrich GruttmannProfessor für Mechanik, TU Darmstadt在 mechanik.tu-darmstadt.de 的电子邮件经过验证
Sven KlinkelLehrstuhl für Baustatik und Baudynamik, RWTH Aachen在 lbb.rwth-aachen.de 的电子邮件经过验证
Peter WriggersProfessor für Mechanik, Leibniz Universität Hannover在 ikm.uni-hannover.de 的电子邮件经过验证
Ingo MuenchTU Dortmund在 tu-dortmund.de 的电子邮件经过验证
Carlo SansourProfessor of Civil Engineering, University of Nottingham在 nottingham.ac.uk 的电子邮件经过验证
Patrizio NeffProfessor for Nonlinear Analysis and Modelling, University of Duisburg-Essen在 uni-due.de 的电子邮件经过验证
Christian MieheProfessor of Applied Mechanics, University of Stuttgart在 mechbau.uni-stuttgart.de 的电子邮件经过验证
Kai-Uwe BletzingerTechnische Universität München在 tum.de 的电子邮件经过验证
Haim AbramovichProfessor of Aerospace Structures, Technion, I.I.T., 32000 Haifa, Israel在 aerodyne.technion.ac.il 的电子邮件经过验证
Chad M. LandisProfessor of Aerospace Engineering and Engineering Mechanics, University of Texas at Austin在 utexas.edu 的电子邮件经过验证
Carsten CarstensenHumboldt-Universität zu Berlin在 math.hu-berlin.de 的电子邮件经过验证
Wolfgang A. WallProfessor of Computational Mechanics, Technical University of Munich (TUM)在 lnm.mw.tum.de 的电子邮件经过验证
Eugenio OñateEmeritus Professor of Structural Analysis at UPC, Barcelona Tech. Full Research Professor at CIMNE.在 cimne.upc.edu 的电子邮件经过验证
Alexander DüsterProfessor of Numerical Structural Analysis, Hamburg University of Technology, Germany在 tuhh.de 的电子邮件经过验证
René de BorstThe Centenary Professor of Civil Engineering, University of Sheffield在 sheffield.ac.uk 的电子邮件经过验证
Bostjan BrankUniversity of Ljubljana在 fgg.uni-lj.si 的电子邮件经过验证
Adnan IbrahimbegovicUniversite Technologie Compiegne (Alliance Sorbonne Universite)在 utc.fr 的电子邮件经过验证
J. N. ReddyDistinguished Professor and O'Donnel Foundation Chair IV in Mechanical Engineering, Texas A&M在 tamu.edu 的电子邮件经过验证

关注

Werner Wagner

Professor für Baustatik, Karlsruher Institut für Technologie

在 kit.edu 的电子邮件经过验证 - 首页

Computational Mechanics


标题按引用次数排序按年份排序按标题排序	引用次数引用次数	年份
A continuum based three-dimensional shell element for laminated structures S Klinkel, F Gruttmann, W Wagner Computers & Structures 71 (1), 43-62, 1999	300	1999
Shear correction factors in Timoshenko's beam theory for arbitrary shaped cross-sections F Gruttmann, W Wagner Computational mechanics 27 (3), 199-207, 2001	279	2001
A quadratically convergent procedure for the calculation of stability points in finite element analysis P Wriggers, W Wagner, C Miehe Computer methods in applied mechanics and engineering 70 (3), 329-347, 1988	243	1988
A simple method for the calculation of postcritical branches W Wagner, P Wriggers Engineering computations 5 (2), 103-109, 1988	234	1988
A robust non-linear solid shell element based on a mixed variational formulation S Klinkel, F Gruttmann, W Wagner Computer methods in applied mechanics and engineering 195 (1-3), 179-201, 2006	222	2006
An interface element for the simulation of delamination in unidirectional fiber-reinforced composite laminates C Balzani, W Wagner Engineering Fracture Mechanics 75 (9), 2597-2615, 2008	217	2008
Theory and numerics of three‐dimensional beams with elastoplastic material behaviour F Gruttmann, R Sauer, W Wagner International Journal for Numerical Methods in Engineering 48 (12), 1675-1702, 2000	199	2000
A geometrical non‐linear brick element based on the EAS‐method S Klinkel, W Wagner International Journal for Numerical Methods in Engineering 40 (24), 4529-4545, 1997	171	1997
A robust non‐linear mixed hybrid quadrilateral shell element W Wagner, F Gruttmann International journal for numerical methods in engineering 64 (5), 635-666, 2005	163	2005
Shear stresses in prismatic beams with arbitrary cross-sections F Gruttmann, R Sauer, W Wagner International Journal for Numerical Methods in Engineering 45 (7), 865-889, 1999	130	1999
A constitutive model for magnetostrictive and piezoelectric materials K Linnemann, S Klinkel, W Wagner International Journal of Solids and Structures 46 (5), 1149-1166, 2009	119	2009
A geometrical nonlinear eccentric 3D-beam element with arbitrary cross-sections F Gruttmann, R Sauer, W Wagner Computer Methods in Applied Mechanics and Engineering 160 (3-4), 383-400, 1998	108	1998
Structural analysis of composite laminates using a mixed hybrid shell element F Gruttmann, W Wagner Computational Mechanics 37, 479-497, 2006	104	2006
A geometrically non‐linear piezoelectric solid shell element based on a mixed multi‐field variational formulation S Klinkel, W Wagner International Journal for Numerical Methods in Engineering 65 (3), 349-382, 2006	96	2006
A mixed shell formulation accounting for thickness strains and finite strain 3d material models S Klinkel, F Gruttmann, W Wagner International journal for numerical methods in engineering 74 (6), 945-970, 2008	90	2008
A linear quadrilateral shell element with fast stiffness computation F Gruttmann, W Wagner Computer Methods in Applied Mechanics and Engineering 194 (39-41), 4279-4300, 2005	89	2005
Simulation of delamination in stringer stiffened fiber-reinforced composite shells W Wagner, C Balzani Computers & Structures 86 (9), 930-939, 2008	85	2008
A stabilized one‐point integrated quadrilateral Reissner–Mindlin plate element F Gruttmann, W Wagner International Journal for Numerical Methods in Engineering 61 (13), 2273-2295, 2004	81	2004
A piezoelectric solid shell element based on a mixed variational formulation for geometrically linear and nonlinear applications S Klinkel, W Wagner Computers & structures 86 (1-2), 38-46, 2008	80	2008
A simple finite rotation formulation for composite shell elements W Wagner, F Gruttmann Engineering Computations 11 (2), 145-176, 1994	78	1994

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