BTU overview
Faculty 6
Chair of Structural Analysis and Dynamics Gast-Prof. Dr.-Ing. Martin Drieschner

Publications

  • G. Kikis, W. Dornisch, and S. Klinkel. Adjusted approximation spaces for the treatment of transverse shear locking in isogeometric Reissner-Mindlin shell analysis. Comput. Methods Appl. Mech. Engrg. 354, 850 - 870, 2019.
  • W. Dornisch, D. Schrade, B.-X. Xu, M.-A. Keip, and R. Müller. Coupled phase field simulations of ferroelectric and ferromagnetic layers in multiferroic heterostructures. Arch. Appl. Mech. 89 (6), 1031 - 1056, 2019.
  • O. Nadgir, W. Dornisch, R. Müller, and M.-A. Keip. A phase-field model for transversely isotropic ferroelectrics. Arch. Appl. Mech. 89 (6), 1057 - 1068, 2019.
  • W. Dornisch and R. Müller. Modeling of electric field-induced magnetization switching in multiferroic heterostructures. Proc. Appl. Math. Mech. 19, e201900103, 2019.
  • S. Schmidt, W. Dornisch, and R. Müller. Martensitic transformation at a crack under mode I and II loading. Proc. Appl. Math. Mech. 19, e201900465, 2019.
  • M. Simon. Replacement of a railroad bridge - How the existing structure determines the structural design. 26th Brandenburg Civil Engineering Day BBIT2019. Steel construction - standards, planning, execution. Schriftenreihe Stahlbau 2019, Issue 14, ISSN 1611-5023, 153-168, 2019.
  • Z. Zou, M. A. Scott, M. J. Borden, D. C. Thomas, W. Dornisch, and E. Brivadis. Isogeometric Bézier dual mortaring: refineable higher-order spline dual bases and weakly continuous geometry. Comput. Methods Appl. Mech. Engrg. 333, 497 - 534, 2018.
  • W. Dornisch and R. Müller. Phase field modeling of ferroelectric-ferromagnetic interfaces. In J. Schröder, D.C. Lupascu, H. Wende, and D. Brands (eds.): Proceedings of 3rd Seminar on the Mechanics of Multifunctional Materials, 93 - 96, 2018.
  • S. Schmidt, W. Dornisch and R. Müller. A phase field model for martensitic transformation coupled with the heat equation. GAMM Communications 40 (2), 138 - 153, 2017.
  • W. Dornisch, J. Stöckler, and R. Müller. Dual and approximate dual basis functions for B-splines and NURBS - Comparison and application for an efficient coupling of patches with the isogeometric mortar method. Comput. Methods Appl. Mech. Engrg. 316, 449 - 496, 2017.
  • H. Gravenkamp, S. Natarajan, and W. Dornisch. On the use of NURBS-based discretizations in the scaled boundary finite element method for wave propagation problems. Comput. Methods Appl. Mech. Engrg. 315, 867 - 880, 2017.
  • P. M. Sobota, W. Dornisch, R. Müller, and S. Klinkel. Implicit dynamic analysis using an isogeometric Reissner-Mindlin shell formulation. Int. J. Numer. Meth. Engng. 110 (9), 803 - 825, 2017.
  • W. Dornisch, D. Schrade, J. Wolf, and R. Müller. Numerical methods for the modeling of the magnetization vector in multiferroic heterostructures. Proc. Appl. Math. Mech. 17, 503 - 504, 2017.
  • W. Dornisch, J. Stöckler, and R. Müller. Recent advances in isogeometric dual mortar patch coupling. Proceedings of the 7th GACM Colloquium on Computational Mechanics, University of Stuttgart publication server, 2017.
  • G. Kikis, W. Dornisch, and S. Klinkel. A method for the elimination of shear locking effects in an isogeometric Reissner-Mindlin shell formulation. Proceedings of the 7th GACM Colloquium on Computational Mechanics, University of Stuttgart Publication Server, 2017.
  • W. Dornisch, R. Müller and S. Klinkel. An efficient and robust rotational formulation for isogeometric Reissner-Mindlin shell elements. Comput. Methods Appl. Mech. Engrg. 303, 1 - 34, 2016.
  • W. Dornischand R. Müller. Dual basis functions for isogeometric solid mechanics. In J.M. Floryan (ed.): Contributions to the Foundations of Multidisciplinary Research in Mechanics, 2899 - 2900, 2016.
  • W. Dornisch and R. Müller. Patch coupling with the isogeometric dual mortar approach. Proc. Appl. Math. Mech. 16, 193 - 194, 2016.
  • G. Kikis, W. Dornisch, and S. Klinkel. Isogeometric Reissner-Mindlin shell analysis - employing different control meshes for displacements and rotations. Proc. Appl. Math. Mech. 16, 209 - 201, 2016.
  • P. Sobota, W. Dornisch, and S. Klinkel. An isogeometric Reissner-Mindlin shell element for dynamic analysis considering geometric and material nonlinearities. J. Phys. Conf. Ser. 734 (3), 032063, 2016.
  • W. Dornisch and R. Müller. Advantages and challenges of isogeometric structural analysis of thin-walled structures. In Proceedings of Young Researchers Symposium 2016, Fraunhofer Verlag, Stuttgart, 43 - 48, 2016.
  • B. Simeon, S. Klinkel, L. Chen, W. Dornisch, and C. Lovadina. On the Isogeometric Version of the Scaled Boundary Finite Element Method. Oberwolfach Rep. 13, 382 - 385, 2016.
  • J. Konarski, M. Simon, P. Osterrieder. Applying Magnus Effect to Simulate pressure on Ribbed Cooling Tower Surface. ICCT 2016. international symposium on industrial chimneys and cooling towers, Rotterdam, 229 - 236, 2016.
  • P. Osterrieder (Eds.), M. Firl (Eds.). 23rd Brandenburg Civil Engineering Conference BBIT2016. Current topics in structural engineering. Series Statics and Dynamics 1/2014, ISSN 1615-3952.
  • L. Chen, S. Klinkel and W. Dornisch. Hybrid collocation-Galerkin approach for the analysis of surface represented 3D-solids employing SB-FEM. Comput. Methods Appl. Mech. Engrg. 295, 268 - 289, 2015
  • W. Dornisch, G. Vitucci, and S. Klinkel. The weak substitution method - An application of the mortar method for patch coupling in NURBS-based isogeometric analysis. Int. J. Numer. Meth. Engng. 103 (3), 205 - 234, 2015.
  • S. Klinkel, L. Chen, andW. Dornisch. A NURBS based hybrid collocation-Galerkin method for the analysis of boundary represented solids. Comput. Methods Appl. Mech. Engrg. 284, 689 - 711, 2015.
  • W. Dornisch, R. Müller, and S. Klinkel. The influence of integration schemes in isogeometric Reissner-Mindlin shell analysis. In S. Elgeti and J.-W. Simon (eds.): Conference Proceedings of the YIC GACM 2015, Publication Server of RWTH Aachen University, 2015.
  • L. Chen, W. Dornisch, and S. Klinkel. A hybrid collocation-Galerkin approach for the analysis of 3D solids. In S. Elgeti and J.-W. Simon (eds.): Conference Proceedings of the YIC GACM 2015, Publication Server of RWTH Aachen University, 2015.
  • W. Dornisch, R. Müller, and S. Klinkel. An efficient and robust Reissner-Mindlin shell formulation for isogeometric analysis. Proc. Appl. Math. Mech. 15, 187 - 188, 2015.
  • S. Klinkel, L. Chen, and W. Dornisch. A surface oriented solid formulation based on a hybrid Galerkin-collocation method. Proc. Appl. Math. Mech. 15, 290 - 210, 2015.
  • W. Dornisch and S. Klinkel. Treatment of Reissner-Mindlin shells with kinks without the need for drilling rotation stabilization in an isogeometric framework. Comput. Methods Appl. Mech. Engrg. 276, 35 - 66, 2014.
  • L. Chen, W. Dornisch, and S. Klinkel. A NURBS based collocation approach for SB-FEM. In E. Onate, X. Oliver, and A. Huerta (eds.): Proc. 11th World Congress on Computational Mechanics (WCCM XI), CIMNE, Barcelona, 2469 - 2480, 2014.
  • S. Klinkel, W. Dornisch, and G. Vitucci. Coupling of non-conforming NURBS patches with the weak substitution method. Proc. Appl. Math. Mech. 14, 269 - 270, 2014.
  • P. Osterrieder (Eds.), F. Jesse (Eds.). 21st Brandenburg Civil Engineering Conference BBIT2014. Building in existing structures. Series Statics and Dynamics 1/2014, ISSN 1615-3952.

  • J. Konarski, M. Simon, P. Osterrieder. Effect of surface roughness on wind loading of cooling towers. ICCT 2014-International Conference on Industrial Chimneys & Cooling Towers, 2014, ISBN 978-3-925795-97-8, pp. 285-293.

  • W. Dornisch, S. Klinkel and B. Simeon. Isogeometric Reissner-Mindlin shell analysis with exactly calculated director vectors. Comput. Methods Appl. Mech. Engrg. 253, 491 - 504, 2013.
  • W. Dornisch and S. Klinkel. A New Method for the Connection of Non-Conforming NURBS Patches in Isogeometric Analysis. Proc. Appl. Math. mech. 13, 117 - 118, 2013.
  • F. Jesse (Eds.), P. Osterrieder (Eds.). 20th Brandenburg Civil Engineering Day BBIT2013. Designing and building with current codes. Schriftenreihe Massivbau - Heft 13
  • P. Osterrieder, T. Kutzner. Fatigue loading according to DIN EN 1993 (EC3). 20th Brandenburg Civil Engineering Day BBIT2013. Designing and building with current codes. Series of publications on solid construction - Issue 13
  • F. Jesse, T. Kutzner. Digital photogrammetry in civil engineering. Influence of important system parameters and accuracy potential in practice. Bautechnik 90, issue 11, 2013, pp. 703-714.
  • F. Jesse, T. Kutzner. Practical application of digital photogrammetry in civil engineering - influence of important system parameters and achievable measurement accuracy. 7th Symposium, Experimental investigations in civil engineering practice. Dresden , Schriftenreihe Konstruktiver Ingenieurbau Dresden (KID), Heft 32, 2013, pp. 115-129.
  • W. Dornisch and S. Klinkel. The interpolation of the director vector for isogeometric Reissner-Mindlin shell analysis. In J. Eberhardsteiner et.al. (eds.): Proc. 6th European Congress on Computational Methods in Applied Sciences and Engineering, 4556 - 4565, 2012.
  • W. Dornisch and S. Klinkel. On the choice of the director for isogeometric Reissner-Mindlin shell analysis. In P.M. Pimenta and E.M.B. Campello (eds.): Proceedings of the 10th World Congress on Computational Mechanics, Blucher, S˜ ao Paulo, 727 - 739, 2012.
  • M. Simon, N. Herzog. Local Stresses at Openings of Cooling Towers due to Wind Action. ISCT 2012, 6th International Symposium on Cooling Towers, Cologne, June 20-23, 2012; ISBN 978-3-925795-98-5, pp. 171-178.
  • W. Dornisch and S. Klinkel. Boundary conditions and multi-patch connections in isogeometric analysis. Proc. Appl. Math. mech. 11, 207 - 208, 2011.
  • P. Osterrieder. Software for the calculation of steel structures according to Eurocode 3. 18th Brandenburg Civil Engineering Day. Steel construction according to Eurocode 3. March 4, 2011, H. Pasternak (ed.).
  • P. Osterrieder, D. Werner, M. Simon. Concepts of structural design in power plant construction. BetonKalender 2011, Ernst & Sohn, ISBN 978-3-433-02954-1, pp. 313-342.
  • Osterrieder, P., Richter, S., Friedrich, M., Lateral buckling of continuous steel beams with hinges, Proceedings of SDSS'Rio 2010 International Colloquium Stability and Ductility of Steel Structures,ISBN 978-85-285-0137-7, pp. 721-728.