TY - CHAP ED - Osterrieder, Peter T1 - Neue Regelwerke im Bauwesen, 11. Brandenburgischer Bauingenieurtag, BBIT 2004, 26. März 2004 Y1 - 2004 PB - BTU, Lehrstuhl Statik und Dynamik CY - Cottbus ER - TY - GEN A1 - Chmielewski, Tadeusz A1 - Gorski, Piotr A1 - Beirow, Bernd A1 - Kretzschmar, Joachim T1 - Theoretical and experimental free vibrations of tall industrial chimney with flexibility of soil T2 - Engineering structures Y1 - 2005 SN - 0141-0296 VL - 27 IS - 1 SP - 25 EP - 34 ER - TY - CHAP A1 - Kretzschmar, Joachim A1 - Osterrieder, Peter T1 - Numerische Simulation zum Tragverhalten punktgestützter Glastafeln unter Stoßeinwirkung Y1 - 2006 SN - 1615-9705 ER - TY - CHAP A1 - Osterrieder, Peter A1 - Zhu, Jianzhong T1 - Interaction buckling design concepts for thin-walled members Y1 - 2001 ER - TY - CHAP A1 - Osterrieder, Peter T1 - Finite Elemente für Plattenbeulnachweise Y1 - 2001 ER - TY - CHAP A1 - Osterrieder, Peter T1 - Numerical Methods for Solution of Selected Problems in Structural Steel Design Y1 - 2001 ER - TY - CHAP A1 - Beirow, Bernd A1 - Osterrieder, Peter ED - Zingoni, Alphose T1 - Dynamic Investigations of TV Towers T2 - Structural engineering, mechanics, and computation, proceedings of the International Conference on Structural Engineering, Mechanics, and Computation, 2-4 April 2001, Cape Town, South Africa, Bd. 1 Y1 - 2001 SN - 0-08-043948-9 SP - 629 EP - 636 PB - Elsevier CY - Amsterdam ER - TY - JOUR A1 - Osterrieder, Peter A1 - Kretzschmar, Joachim A1 - Fiedler, Helmut T1 - Elastische Knick- und Biegedrillknicktragfähigkeit beim vereinfachten Verfahren in DIN 18800 Teil 2 Y1 - 2003 ER - TY - CHAP A1 - Fujii, F. A1 - Noguchi, H. A1 - Osterrieder, Peter T1 - Static and Dynamic Large Displacement Response of Flexible Nets Y1 - 2003 ER - TY - CHAP A1 - Osterrieder, Peter A1 - Weichert, Jörn ED - Gebbeken, Norbert T1 - Ein rechnergestütztes Konzept zur Traglastberechnung von Platten nach Fließlinientheorie T2 - Aktuelle Beiträge aus Baustatik und comp. mechanics, Forschungskolloquium Baustatik - Baupraxis, 17. - 20. September 2003 Y1 - 2003 SP - 171 EP - 178 PB - Univ. der Bundeswehr München CY - Neubiberg ER - TY - THES A1 - Weichert, Jörn T1 - Ein computer-orientierter Algorithmus für die Traglastberechnung von Platten mittels der Fließlinientheorie KW - Platte KW - Traglast KW - Fließfigur KW - Bemessung KW - Computerunterstütztes Verfahren Y1 - 2006 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:co1-opus-3420 ER - TY - CHAP A1 - Osterrieder, Peter A1 - Werner, Dieter A1 - Simon, Marc T1 - Konzepte der Tragwerksplanung im Kraftwerksbau Y1 - 2011 ER - TY - CHAP A1 - Osterrieder, Peter T1 - Software zur Berechnung von stählernen Tragwerken nach Eurocode 3 Y1 - 2011 ER - TY - CHAP ED - Osterrieder, Peter T1 - Entwicklungen im Grundbau Y1 - 2009 ER - TY - GEN ED - Osterrieder, Peter ED - Jesse, Frank T1 - Bauen im Bestand : 21. Brandenburgischer Bauingenieurtag, BBIT 2014, 4. April 2014 Y1 - 2014 PB - Brandenburgische Techn. Univ. CY - Cottbus-Senftenberg ER - TY - GEN A1 - Jesse, Frank A1 - Kutzner, Tobias T1 - Digitale Photogrammetrie in der Bautechnik : Einfluss wichtiger Systemparameter und Genauigkeitspotential in der Praxis T2 - Bautechnik Y1 - 2013 SN - 1437-0999 VL - 90 IS - 11 SP - 703 EP - 714 ER - TY - GEN ED - Jesse, Frank ED - Osterrieder, Peter T1 - Planen und Bauen mit aktuellen Regelwerken : 20. Brandenburgischer Bauingenieurtag BBIT 2013, 15. März 2013 Y1 - 2013 PB - BTU Cottbus-Senftenberg, Lehrstuhl Massivbau CY - Cottbus ER - TY - GEN A1 - Zou, Zhihui A1 - Scott, Michael A. A1 - Borden, Michael J. A1 - Thomas, Derek C. A1 - Dornisch, Wolfgang A1 - Brivadis, Ericka T1 - Isogeometric Bézier dual mortaring: Refineable higher-order spline dual bases and weakly continuous geometry T2 - Computer Methods in Applied Mechanics and Engineering N2 - In this paper we develop the isogeometric Bézier dual mortar method. It is based on Bézier extraction and projection and is applicable to any spline space which can be represented in Bézier form (i.e., NURBS, T-splines, LR-splines, etc.). The approach weakly enforces the continuity of the solution at patch interfaces and the error can be adaptively controlled by leveraging the refineability of the underlying slave dual spline basis without introducing any additional degrees of freedom. As a consequence, optimal higher-order convergence rates can be achieved without the need for an expensive shared master/slave segmentation step. We also develop weakly continuous geometry as a particular application of isogeometric Bézier dual mortaring. Weakly continuous geometry is a geometry description where the weak continuity constraints are built into properly modified Bézier extraction operators. As a result, multi-patch models can be processed in a solver directly without having to employ a mortaring solution strategy. We demonstrate the utility of the approach on several challenging benchmark problems. KW - Mortar methods KW - Isogeometric analysis KW - Bézier extraction KW - Bézier projection Y1 - 2018 U6 - https://doi.org/10.1016/j.cma.2018.01.023 SN - 0045-7825 VL - 333 SP - 497 EP - 534 ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Schrade, David A1 - Xu, Bai-Xiang A1 - Keip, Marc-André A1 - Müller, Ralf T1 - Coupled phase field simulations of ferroelectric and ferromagnetic layers in multiferroic heterostructures T2 - Archive of Applied Mechanics N2 - The combination of materials with either pronounced ferroelectric or ferromagnetic effect characterizes multiferroic heterostructures, whereby the different materials can be arranged in layers, columns or inclusions. The magnetization can be controlled by the application of electrical fields through a purely mechanical coupling at the interfaces between the different materials. Thus, a magneto-electric coupling effect is obtained. Within a continuum mechanics formulation, a phase field is used to describe the polarization and the magnetization in the ferroelectric and ferromagnetic layers, respectively. The coupling between polarization/magnetization and strains within the layers, in combination with the mechanical coupling at the sharp layer interfaces, yields the magneto-electric coupling within the heterostructure. The continuum formulations for both layers are discretized in order to make the differential equations amenable to a numerical solution with the finite element method. A state-of-the-art approach is used for the ferroelectric layer. The material behavior of the ferromagnetic layer is described by a continuum formulation from the literature, which is discretized using a newly proposed approach for the consistent interpolation of the magnetization vector. Four numerical examples are presented which show the applicability of the newly proposed approach for the ferromagnetic layer as well as the possibility to simulate magneto-electric coupling in multiferroic heterostructures. KW - Multiferroic heterostructure KW - Phase field method KW - Ferroelectric material KW - Ferromagnetic material KW - Finite element method KW - Rotation interpolation Y1 - 2019 U6 - https://doi.org/10.1007/s00419-018-1480-9 SN - 0939-1533 SN - 1432-0681 VL - 89 IS - 6 SP - 1031 EP - 1056 ER - TY - GEN A1 - Nadgir, Omkar A1 - Dornisch, Wolfgang A1 - Müller, Ralf A1 - Keip, Marc-André T1 - A phase-field model for transversely isotropic ferroelectrics T2 - Archive of Applied Mechanics N2 - We propose an electro-mechanically coupled phase-field model for ferroelectric materials that show cubic–tetragonal phase transition. The cubic phase is idealized by an isotropic formulation, and the tetragonal phase is idealized by a transversely isotropic formulation. We consider a classical phase-field model with Ginzburg–Landau-type evolution of the order parameter. The order parameter drives the transition of all involved moduli tensors such as elastic, dielectric and piezoelectric moduli, which in turn maintain their typical features and stability as a result of a selected phase-transition function. The model is described in coordinate-invariant form and implemented into a finite element framework with implicit time integration of the evolution equation. Representative numerical examples in two and three dimensions demonstrate the main features of the constitutive model and the numerical stability of the formulation. KW - Phase-field modeling KW - Ferroelectrics KW - Ginzburg–Landau equation KW - Transverse isotropy KW - Numerical simulations Y1 - 2019 U6 - https://doi.org/10.1007/s00419-019-01543-y SN - 0939-1533 SN - 1432-0681 VL - 89 IS - 6 SP - 1057 EP - 1068 ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Stöckler, Joachim A1 - Müller, Ralf T1 - 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 T2 - Computer Methods in Applied Mechanics and Engineering N2 - This contribution defines and compares different methods for the computation of dual basis functions for B-splines and Non-Uniform Rational B-splines (NURBS). They are intended to be used as test functions for the isogeometric mortar method, but other fields of application are possible, too. Three different concepts are presented and compared. The first concept is the explicit formula for the computation of dual basis functions for NURBS proposed in the work of Carl de Boor. These dual basis functions entail minimal support, i.e., the support of the dual basis functions is equal to the support of the corresponding B-spline basis functions. In the second concept dual basis functions are derived from the inversion of the Gram matrix. These dual basis functions have global support along the interface. The third concept is the use of approximate dual basis functions, which were initially proposed for the use in harmonic analysis. The support of these functions is local but larger than the support of the associated B-spline basis functions. We propose an extension of the approximate dual basis functions for NURBS basis functions. After providing the general formulas, we elaborate explicit expressions for several degrees of spline basis functions. All three approaches are applied in the frame of the mortar method for the coupling of non-conforming NURBS patches. A method which allows complex discretizations with multiple intersecting interfaces is presented. Numerical examples show that the explicitly defined dual basis functions with minimal support severely deteriorate the global stress convergence behavior of the mechanical analysis. This fact is in accordance with mathematical findings in literature, which state that the optimal reproduction degree of arbitrary functions is not possible without extending the support of the dual basis functions. The dual basis functions computed from the inverse of the Gram matrix yield accurate numerical results but the global support yields significantly higher computational costs in comparison to computations of conforming meshes. Only the approximate dual basis functions yield accurate and efficient computations, where neither accuracy nor efficiency is significantly deteriorated in comparison to computations of conforming meshes. All basic cases of T-intersections and star-intersections are studied. Furthermore, an example which combines all basic cases in a complex discretization is given. The applicability of the presented method for the nonlinear case and for shell formulations is shown with the help of one numerical example. KW - Isogeometric analysis KW - Dual basis functions for NURBS KW - Optimal convergence KW - Mortar method KW - Coupling of non-conforming meshes KW - Approximate dual basis functions for NURBS Y1 - 2017 U6 - https://doi.org/10.1016/j.cma.2016.07.038 SN - 0045-7825 VL - 316 SP - 449 EP - 496 ER - TY - GEN A1 - Gravenkamp, Hauke A1 - Natarajan, Sundarajan A1 - Dornisch, Wolfgang T1 - On the use of NURBS-based discretizations in the scaled boundary finite element method for wave propagation problems T2 - Computer Methods in Applied Mechanics and Engineering N2 - We discuss the application of non-uniform rational B-splines (NURBS) in the scaled boundary finite element method (SBFEM) for the solution of wave propagation problems at rather high frequencies. We focus on the propagation of guided waves along prismatic structures of constant cross-section. Comparisons are made between NURBS-based discretizations and high-order spectral elements in terms of the achievable convergence rates. We find that for the same order of shape functions, NURBS can lead to significantly smaller errors compared with Lagrange polynomials. The difference becomes particularly important at very high frequencies, where spectral elements are prone to instabilities. Furthermore, we analyze the behavior of NURBS for the discretization of curved boundaries, where the benefit of exact geometry representation becomes crucial even in the low-frequency range. KW - Isogeometric analysis KW - caled boundary finite element method KW - Wave propagation KW - Spectral elements KW - NURBS Y1 - 2017 U6 - https://doi.org/10.1016/j.cma.2016.11.030 SN - 0045-7825 VL - 315 SP - 867 EP - 880 ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Stöckler, Joachim A1 - Müller, Ralf T1 - Recent advances in isogeometric dual mortar patch coupling T2 - Proceedings of the 7th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry, October 11-13, 2017 in Stuttgart, Germany N2 - Isogeometric analysis fosters the integration of design and analysis by using the geometry description of the CAD system also for the numerical analysis. Hereby, the use of NURBS surfaces is common but entails the need for a coupling of non-conforming patches. The use of mortar methods allows a coupling which requires neither additional variables nor empirical parameters. In this contribution dual basis functions are used in order to obtain an accurate and efficient mortar method. Y1 - 2017 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:bsz:93-opus-ds-93516 SP - 467 EP - 470 PB - Institute for Structural Mechanics University of Stuttgart CY - Stuttgart ER - TY - GEN A1 - Kikis, Georgia A1 - Dornisch, Wolfgang A1 - Klinkel, Sven T1 - A method for the elimination of shear locking effects in an isogeometric Reissner-Mindlin shell formulation T2 - Proceedings of the 7th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry, October 11-13, 2017 in Stuttgart, Germany N2 - Shell elements for slender structures based on a Reissner-Mindlin approach struggle in pure bending problems. The stiffness of such structures is overestimated due to the transversal shear locking effect. Here, an isogeometric Reissner-Mindlin shell element is presented, which uses adjusted control meshes for the displacements and rotations in order to create a conforming interpolation of the pure bending compatibility requirement. The method is tested for standard numerical examples. Y1 - 2017 U6 - https://doi.org/10.18419/opus-9334 SP - 500 EP - 503 PB - Institute for Structural Mechanics University of Stuttgart CY - Stuttgart ER - TY - GEN A1 - Kikis, Georgia A1 - Dornisch, Wolfgang A1 - Klinkel, Sven T1 - Isogeometric Reissner-Mindlin shell analysis - adjusted approximation spaces for the reduction of shear locking effects T2 - VI International Conference on Isogeometric Analysis N2 - In this contribution, an isogeometric Reissner-Mindlin shell element is presented, which uses adjusted approximation spaces for the displacements and the rotations in order to avoid transversal shear locking effects. These locking effects arise especially in pure bending problems, with decreasing thickness of the shell. Their origin lies in the not conforming interpolations of the displacements and rotations in the formulation of the compatibility requirements. One possibility to overcome this difficulty would be to increase the polynomial degree of the used NURBS shape functions, as it is proposed in [1]. However, the locking effects are not completely eliminated and the computational time for the formation of the stiffness matrix increases significantly with rising polynomial degrees. For lower polynomial degrees, there exist only a few effective concepts for the prevention of locking. Beir˜ao da Veiga and his group proposed one of these methods for the elimination of transversal shear locking effects for plate problems [2]. They suggested the implementation of different control meshes, with adjusted polynomial degrees for the interpolation of the displacements and the rotations. In this way transversal shear locking effects due to the coupling of shear strains and curvature are avoided. The isogeometric concept still holds because the reference geometry for the displacements and the rotations is the same and only the refinement is different. This method is now extended to an isogeometric Reissner-Mindlin shell formulation. The used shell element is derived from continuum theory. Nodal basis systems are computed with a globalL2 fit and thus the interpolated director vectors of the reference configuration coincide best possible with the normal vectors. The interpolation of the current director vector is performed using a full SO(3) update, so the nodal rotations are interpolated. This deviates from standard rotation interpolation procedures, where the current director vector is interpolated. The more accurate interpolation used in this contribution leads to more accurate results, see [3]. The accuracy and efficiency of the shell element are examined for some standard benchmark examples. Y1 - 2017 UR - http://congress.cimne.com/iga2017/admin/files/fileabstract/a74.pdf PB - CIMNE CY - Barcelona ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Schrade, David A1 - Xu, Bai-Xiang A1 - Müller, Ralf T1 - Coupling of phase field models for ferroelectric and ferromagnetic layers in multiferroic heterostructures T2 - VII International Conference on Coupled Problems in Science and Engineering (Coupled Problems 2017) N2 - Heterostructures of ferroelectric and ferromagnetic layers are commonly used to obtain electromagnetic effects. The elastic coupling between the layers is widely acknowledged as the main mechanism responsible for the electro-magneto interaction. Within this contribution we study the coupling of ferroelectric and ferromagnetic layers with well-defined interfaces. The intention is to simulate the switching of the magnetization with the help of electric fields, which has been studied experimentally in [1]. Each layer is simulated by using mechanically coupled phase field modeling, whereby the approaches presented in [2] and [3] will be used. The strains in each layer depend on the direction of the polarization/magnetization. A mismatch of these strains will be compensated by local deformations at the interface as the coupling results from the coherent deformation at the interface. This leads to the possibility to alter the magnetization direction by changing the electric polarization and vice verse. Numerical simulations will illustrate the evolution of the ferroic microstructures with a focus on the strain coupling and the resulting interactions between layers. Y1 - 2017 UR - http://congress.cimne.com/coupled2017/admin/files/fileabstract/a365.pdf PB - CIMNE CY - Barcelona ER - TY - GEN A1 - Simon, Marc ED - Pasternak, Hartmut T1 - Ersatzneubau einer Eisenbahnbrücke - Wie der Bestand den Bauwerksentwurf bestimmt T2 - Stahlbau - Normen, Planung, Ausführung : 26. Brandenburgischer Bauingenieurtag BBIT2019 Y1 - 2019 SN - 1611-5023 SP - 153 EP - 168 CY - Cottbus ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Stöckler, Joachim T1 - An isogeometric mortar method for the coupling of multiple NURBS domains with optimal convergence rates T2 - Numerische Mathematik N2 - We investigate the mortar finite element method for second order elliptic boundary value problems on domains which are decomposed into patchesk with tensor-product NURBS parameterizations. We follow the methodology of IsoGeometric Analysis (IGA) and choose discrete spaces Xh,k on each patch k as tensor-product NURBS spaces of the same or higher degree as given by the parameterization. Our work is an extension of Brivadis et al. (Comput Methods Appl Mech Eng 284:292–319, 2015) and highlights several aspects which did not receive full attention before. In particular, by choosing appropriate spaces of polynomial splines as Lagrange multipliers, we obtain a uniform infsup-inequality. Moreover, we provide a new additional condition on the discrete spaces Xh,k which is required for obtaining optimal convergence rates of the mortar method. Our numerical examples demonstrate that the optimal rate is lost if this condition is neglected. KW - Isogeometric analysis KW - Mortar Method KW - Approximate duals KW - domain coupling Y1 - 2021 U6 - https://doi.org/10.1007/s00211-021-01246-z SN - 0945-3245 SN - 0029-599X VL - 149 IS - 4 SP - 871 EP - 931 ER - TY - GEN A1 - Hübel, Hartwig A1 - Vollrath, Bastian T1 - Simplified Theory of Plastic Zones in the state of elastic shakedown with stress stiffening T2 - European Journal of Mechanics - A/Solids N2 - Cyclic loading may cause elastic-plastic strains to accumulate if a ratcheting mechanism is present. After a number of cycles, strain accumulation may cease so that a state of either elastic or plastic shakedown is reached. Determination of strains and other quantities in the state of shakedown (post-shakedown quantities) by means of incremental analyses is costly. Direct methods such as the Simplified Theory of Plastic Zones (STPZ) aim at providing estimates of the post-shakedown quantities, bypassing cycle-by-cycle analyses. If geometric effects such as stress stiffening play a role, determination of accumulated strains even becomes more complicated. The STPZ has been further developed in order to account for the combination of plasticity and stress stiffening with respect to elastic shakedown. The theory is described and illustrated using examples such as a pipe bend subjected to cyclic in-plane bending. The implications of cyclic as opposed to constant stress stiffness are discussed. The effect of stress stiffening on ratcheting interaction diagrams (RID), separating regions of elastic and plastic shakedown in the space of loading parameters, is discussed. KW - Cyclic strain accumulation KW - Shakedown KW - Ratcheting KW - Post-shakedown quantities KW - Stress stiffening KW - Geometric effects KW - Second order effects KW - Progressive buckling KW - Zarka's method Y1 - 2022 U6 - https://doi.org/10.1016/j.euromechsol.2022.104613 SN - 0997-7538 VL - 95 ER - TY - GEN A1 - Hübel, Hartwig A1 - Vollrath, Bastian T1 - Ratcheting and strain ranges in the shakedown state with stress stiffening using the Simplified Theory of Plastic Zones T2 - International Journal of Pressure Vessels and Piping N2 - The behavior of elastic-plastic structures under cyclic loading can be determined by incremental elastic-plastic analyses where a given load histogram is analysed cycle-by-cycle until shakedown is achieved. Many cycles may be required for this, if a ratchet mechanism is causing plastic strains to accumulate in each cycle until either elastic or plastic shakedown is achieved. The complexity of the elastic-plastic response of a structure is further increased if geometric effects are present. It may be very costly to get the accumulated strains and strain ranges in the state of shakedown by incremental analyses so that simplified or direct methods have been developed as an alternative. The Simplified Theory of Plastic Zones (STPZ) has proven itself for estimating the required quantities in the state of elastic and plastic shakedown within the framework of the 1st order theory, i.e., if the equilibrium conditions are satisfied for the undeformed structure. It is shown in this paper, how the STPZ can be expanded to capture 2nd order effects introduced by the equilibrium of the deformed structure. Some examples are used to demonstrate its applicability and the quality of the results, but also its limitations with respect to determining the accumulated strains and elastic-plastic strain ranges. KW - Simplified theory of plastic zones KW - Cyclic strain accumulation KW - Shakedown KW - Ratcheting KW - Post-shakedown quantities KW - Stress stiffening Y1 - 2022 U6 - https://doi.org/10.1016/j.ijpvp.2022.104727 SN - 0308-0161 VL - 199 SP - 1 EP - 11 ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Stöckler, Joachim T1 - An isogeometric mortar method with optimal convergence and reduced support T2 - 24th International Conference on Computer Methods in Mechanics (CMM) and the 42nd Solid Mechanics Conference (SolMech) N2 - The main feature of isogeometric analysis is the usage of a coherent geometry description for design and analysis. In most cases, Non-Uniform Rational B-splines (NURBS) are used within the frame of the finite element method, which combines the most common geometrical modeling concept with the most common analysis method in structural mechanics. NURBS are a versatile tool for geometric modeling, and in order to define complex geometric structures, a multitude of tensor-product NURBS patches is required. Typical software in Computer-Aided design can manage smoothness requirements across common interfaces of neighboring patches. For the finite element method, a different type of coupling across interfaces must be achieved. Due to the nature of tensor product NURBS, the simple concept of mutual refinement and subsequent coupling by shared degrees of freedom is prohibitively costly and, in some cases, even not possible. A multitude of coupling methods has been proposed over the last years. The most common concepts are known as mortar methods. In particular, the dual mortar method has been shown to yield very efficient computations. A recent paper by the authors has provided an isogeometric mortar method with mathematically proven optimal convergence of the stress errors over the entire domain. We use dual basis functions, which have support only on one interface and avoid interrelations between different interfaces. Models with a large number of intersecting interfaces can be handled. However, the basis functions have full support on the interfaces. In our current contribution, we propose the use of approximate dual basis functions with the advantage of having local support on the interfaces. These functions fulfill the duality only in an approximate way, but still guarantee the optimal degree for the convergence of the mortar method. Since the duality is not fulfilled, an additional lumping of the mortar matrix is introduced. The error of this lumping can be analyzed mathematically and is not significant in comparison to the global approximation error of the finite element method. The use of the approximate dual basis functions restores the local support of basis functions along the interface while the convergence properties remain intact. Numerical examples show the convergence behavior for simple and complex models. Y1 - 2022 UR - http://cmm-solmech.ippt.pan.pl/S01.html#ID_119 ER - TY - THES A1 - Dornisch, Wolfgang T1 - Interpolation of Rotations and Coupling of Patches in Isogeometric Reissner– Mindlin Shell Analysis N2 - This work is concerned with the development of an efficient and robust isogeometric Reissner–Mindlin shell formulation. The basic assumption of shell theories is a dimensional reduction of the three-dimensional continuum to a two-dimensional surface embedded in the three-dimensional space. Consequently, the geometry is described by a reference surface in combination with a director vector field, which defines the expansion in the thickness direction. The main objective of isogeometric analysis is to use the same model description for design and analysis. Thin-walled structures are usually defined by a reference surface and an associated thickness in industrial design software. Thus, the usage of isogeometric shell elements can avoid costly conversions to volumetric geometry descriptions.The usage of NURBS surfaces (Non-Uniform Rational B-splines) possibly yields high continuity between elements. This requires a rethinking of all concepts used in conventional shell elements, which base on linear Lagrange basis functions. The shell formulation presented in this work is derived from the continuum theory and uses an orthogonal rotation described by Rodrigues' tensor to compute the current director vector. Large deformations and finite rotations can be described accurately. The discretization requires nodal director vectors which interpolate the normal vector as exact as possible. A new method for the definition of nodal basis systems and nodal director vectors is derived. Basing on this, a criterion for the automatic assignment of the correct number of rotational degrees of freedom for each node is proposed. This allows stable computations of geometries with kinks while requiring neither the usage of drilling rotation stabilization nor manual user interaction. The main part of this work is the derivation of various concepts for the interpolation of the current director vector, which is a function of the rotational state. The respective concepts differ in the quantity which is actually interpolated and in the chosen update formulation for the rotations. The influence of each concept on the global deformation convergence behavior is assessed with the help of numerical examples. The results suggest that proper convergence behavior for all orders of NURBS basis functions can only be attained if interpolated director vectors are rotated. Concepts of this type are more accurate and expensive than concepts which rotate nodal director vectors. But the higher computational effort pays off for geometries with arbitrary curvature and for basis functions of higher order. Geometries with kinks require a multiplicative rotational update formulation for concepts that rotate interpolated director vectors.Three different integration rules are considered within the numerical examples. Besides full and reduced Gauss integration also a new non-uniform Gauss integration concept following Adam et al. (2015) is assessed. A special focus is put on the interaction between the chosen rotational concept and the integration scheme. The reduction of the number of integration points from full to reduced integration slightly alleviates locking effects. The further reduction entailed by non-uniform integration significantly reduces locking effects in some examples. But this only yields higher accuracy if a concept which rotates interpolated director vectors is chosen. The reduction of locking deteriorates the accuracy of deformation results in other cases. The efficiency of the presented shell formulation is compared to standard shell formulations in terms of computational costs to attain a pre-defined error level. The most effective combination of integration scheme and rotational concept is shown to be competitive to standard shell formulations.A further main concern of this work is the derivation of a mortar-type method for the coupling of non-conforming NURBS surface patches. Methods to handle non-conforming patches without mutual refinement are essential for an efficient application of NURBS-based isogeometric analysis. The proposed method bases on a substitution relation, which is derived from the weak fulfillment of the equality of mutual displacements along the interface. A static condensation can be performed with the help of this substitution relation in order to attain a coupled global system of equations. The variational formulation is not altered and the global stiffness matrix remains positive definite. Numerical examples show the applicability of the method. A comparison to reference results and to computations with the Lagrange multiplier method is given. The applicability of the coupling method for the presented Reissner-Mindlin shell formulation is shown with the help of two nonlinear examples. N2 - Die vorliegende Arbeit befasst sich mit der Entwicklung einer effizienten und robusten isogeometrischen Reissner-Mindlin-Schalenformulierung. Die grundlegende Annahme bei Schalentheorien ist eine Dimensionsreduzierung des dreidimensionalen Kontinuums auf eine zweidimensionale Fläche im dreidimensionalen Raum. Somit wird die Geometrie durch eine Referenzfläche in Verbindung mit einem Direktor-Vektor-Feld beschrieben. Die Ausdehnung in Dickenrichtung wird durch die Direktor-Vektoren definiert. Das Hauptziel der isogeometrischen Analyse ist es, die gleiche Modell-Beschreibung für Entwurf und Berechnung zu verwenden. Dünnwandige Strukturen werden in Entwurfsprogrammen durch eine Referenzfläche mitsamt zugehöriger Dicke beschrieben. Somit kann durch die Verwendung isogeometrischer Schalenelemente die aufwändige Umrechnung in Volumen-Geometriebeschreibungen vermieden werden.Die Verwendung von NURBS-Flächen (Non-Uniform Rational B-splines) kann zu hoher Kontinuität an den Elementgrenzen führen. Dies erfordert ein Überdenken aller Konzepte, die in konventionellen Schalenelementen, welche auf linearen Lagrange-Basisfunktionen basieren, verwendet werden. Die in dieser Arbeit vorgestellte Schalenformulierung ist aus der Kontinuumstheorie hergeleitet und verwendet eine orthogonale Drehung, welche durch den Drehtensor nach Rodrigues beschrieben wird, zur Berechnung des Direktor-Vektors in der Momentankonfiguration. Große Verformungen und endliche Verdrehungen können präzise beschrieben werden.Für die Diskretisierung werden Direktor-Vektoren in den Knoten benötigt. Diese sollen die Normalenvektoren so genau wie möglich interpolieren. Eine neue Methode zur Bestimmung von Knoten-Basissystemen und Knoten-Direktor-Vektoren wird hergeleitet. Darauf aufbauend wird ein Kriterium vorgeschlagen, welches eine automatische Bestimmung der passenden Anzahl von Rotationsfreiheitsgraden für jeden Knoten ermöglicht. Dadurch sind stabile Berechnungen von Geometrien mit Knicken möglich, ohne dass die Verwendung von Methoden zur Drill-Rotations-Stabilisierung oder ein manueller Eingriff des Benutzers notwendig sind.Die Herleitung verschiedener Konzepte für die Interpolation des Direktor-Vektors in der Momentankonfiguration stellt den Hauptteil dieser Arbeit dar. Die Momentankonfiguration des Direktor-Vektors ist eine Funktion des Verdrehzustands. Die jeweiligen Konzepte unterscheiden sich durch die Größe, welche interpoliert wird, sowie durch die gewählte Update-Formulierung für die Verdrehungen. Der Einfluss jedes Konzepts auf das globale Deformations-Konvergenzverhalten wird mit Hilfe von numerischen Beispielen untersucht. Die Ergebnisse legen nahe, dass ordnungsgemäßes Konvergenzverhalten für alle Grade von NURBS-Basisfunktionen nur erreicht werden kann, falls interpolierte Direktor-Vektoren verdreht werden. Konzepte dieser Art sind genauer und aufwendiger als Konzepte, die Knoten-Direktor-Vektoren verdrehen. Aber der höhere Berechnungsaufwand zahlt sich bei Geometrien mit beliebiger Krümmung und bei Basisfunktionen höheren Grades aus. Geometrien mit Knicken erfordern eine multiplikative Update-Formulierung für die Verdrehungen, falls ein Konzept verwendet wird, das interpolierte Direktor-Vektoren verdreht.Drei verschiedene Integrationsregeln werden in den numerischen Beispielen berücksichtigt. Neben vollständiger und reduzierter Integration nach Gauß wird auch ein neues nicht-gleichförmiges Integrationsschema in Anlehnung an Adam et al. (2015) untersucht. Ein besonderer Schwerpunkt liegt auf der gegenseitigen Beeinflussung von gewähltem Rotationskonzept und Integrationsschema. Die Reduzierung der Anzahl der Integrationspunkte von vollständiger zu reduzierter Integration führt zu einer leichten Verminderung von Versteifungseffekten. Die weitere Verringerung durch die Anwendung des nicht-gleichförmigen Integrationsschemas führt bei manchen Beispielen zu einer erheblichen Reduzierung von Versteifungseffekten. Dies führt jedoch nur zu höherer Genauigkeit falls ein Konzept verwendet wird, das interpolierte Direktor-Vektoren verdreht. In anderen Fällen führt die Verringerung von Versteifungseffekten zu einer Abnahme der Genauigkeit der Verschiebungsergebnisse. Die Effizienz der vorgestellten Schalenformulierung wird anhand der Berechnungskosten, die zum Erreichen eines vordefinierten Fehlerniveaus notwendig sind, mit konventionellen Schalenformulierungen verglichen. Hierbei zeigt sich, dass die effektivste Kombination von Integrationsschema und Rotationskonzept konkurrenzfähig zu konventionellen Schalenformulierungen ist.Ein weiteres Hauptanliegen dieser Arbeit ist die Herleitung einer Mortar-Methode zur Kopplung nicht-konformer NURBS-Flächenpatches. Methoden zur Berechnung nicht-konformer Patches ohne gegenseitige Netzverfeinerung sind unerlässlich für eine wirtschaftliche Anwendung von NURBS-basierten isogeometrischen Methoden. Das vorgestellte Verfahren basiert auf einer Substitutions-Beziehung, welche aus der schwachen Erfüllung der Gleichheit der gegenseitigen Verschiebungen entlang der Verbindungslinie hergeleitet wird. Mit Hilfe dieser Beziehung kann durch eine statische Kondensation das globale Gleichungssystem gekoppelt werden. Die Variationsformulierung wird nicht verändert und die globale Steifigkeitsmatrix bleibt positiv definit. Anhand numerischer Beispiele wird die Anwendbarkeit der Methode aufgezeigt. Die Ergebnisse werden mit Referenzergebnissen und mit Berechnungen mit der Lagrange-Multiplikator-Methode verglichen. Die Anwendbarkeit der Kopplungs-Methode für die vorgestellte Reissner-Mindlin-Schalenformulierung wird mit Hilfe zweier nichtlinearer Beispiele gezeigt. KW - Isogeometric Analysis KW - Reissner-Mindlin Shell Analysis KW - NURBS KW - Interpolation of Rotations KW - Integration schemes KW - Domain Decomposition KW - Mortar Method KW - Weak Substitution Method Y1 - 2015 UR - http://d-nb.info/1126124044/34 UR - http://publications.rwth-aachen.de/record/466744/files/466744.pdf SN - 978-3-946090-02-1 PB - Schriftenreihe des Lehrstuhls für Baustatik und Baudynamik der RWTH Aachen CY - Aachen ER - TY - CHAP A1 - Konarski, Jakub A1 - Simon, Marc A1 - Osterrieder, Peter ED - Harte, Reinhard ED - Kaemmer, Klaus T1 - Effect of Surface Roughness on Wind Loading of Cooling Towers T2 - ICCT 2014-International Conference on Industrial Chimneys & Cooling Towers Y1 - 2014 SN - 978-3-925795-97-8 SP - 285 EP - 293 PB - VDS Verlagsdruckerei Schmidt CY - Neustadt an der Aisch ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Yan, Sikang ED - Bischoff, Manfred ED - Scheven, Malte von ED - Oesterle, Bastian T1 - Effiziente Integrationsmethoden für isogeometrische Schalenelemente T2 - Berichte der Fachtagung Baustatik – Baupraxis 14 N2 - Die isogeometrische Methode definiert sich durch den Einsatz einer einheitlichen Geometriebeschreibung für Entwurf und Berechnung. Insbesondere bei der Berechnung dünnwandiger Flächentragwerke ist durch die Verwendung der exakten Geometrie ein großer Gewinn an Genauigkeit und Zuverlässigkeit möglich. Um neben hoher Genauigkeit auch hohe Effizienz zu erreichen, wird in diesem Beitrag die Verwendung effizienter numerischer Integrationsmethoden für die Berechnung der Steifigkeitsmatrix untersucht. KW - Isogeometric analysis KW - NURBS basis functions KW - Efficient Integration Y1 - 2020 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:bsz:93-opus-ds-107793 UR - http://elib.uni-stuttgart.de/handle/11682/10779 SN - 978-3-00-064639-3 SP - 415 EP - 422 PB - Institut für Baustatik und Baudynamik, Universität Stuttgart CY - Stuttgart ER - TY - JOUR A1 - Haller, H.-W. A1 - Hörenbaum, Ch. A1 - Osterrieder, Peter T1 - Produktmodell zur Optimierung der Projektabwicklung Y1 - 2004 ER - TY - JOUR ED - Osterrieder, Peter T1 - Bodenmechanik und Grundbau, Geotechnik : 8. Brandenburgischer Bauingenieurtag, 23. März 2001 Y1 - 2004 SN - 1615-3952 PB - Cottbus ER - TY - BOOK A1 - Osterrieder, Peter T1 - Brandschutz und energetische Gebäudeplanung : 13. Brandenburgischer Bauingenieurtag, BBIT 2006, 31. März 2006 N2 - Schriftenreihe Statik und Dynamik ; 2006,1, 1615-3952 Y1 - 2006 PB - Cottbus : Lehrstuhl Statik und Dynamik ER - TY - CHAP A1 - Richter, Stefan ED - Steinbrecher, Diethard T1 - IFC-Datenstandard für den Holzbau Y1 - 2007 ER - TY - CHAP A1 - Jesse, Frank A1 - Kutzner, Tobias ED - Curbach, Manfred ED - Opitz, Heinz ED - Hampel, Torsten ED - Scheerer, Silke T1 - Praktische Anwendung der digitalen Photogrammetrie in der Bautechnik – Einfluss wesentlicher Systemparameter und erreichbare Messgenauigkeit T2 - 7. Symposium Experimentelle Untersuchungen in der Baupraxis Y1 - 2013 SP - 115 EP - 129 PB - Techn. Univ., Fak. Bauingenieurwesen CY - Dresden ER - TY - CHAP A1 - Osterrieder, Peter A1 - Kutzner, Tobias ED - Osterrieder, Peter ED - Jesse, Frank T1 - Ermüdungsbeanspruchung nach DIN EN 1993 (EC3) T2 - 20. Brandenburgischer Bauingenieurtag, BBIT2013, Planen und Bauen mit aktuellen Regelwerken Y1 - 2013 SP - 115 EP - 126 PB - BTU CY - Cottbus ER - TY - CHAP A1 - Simon, Marc A1 - Herzog, Nicoleta ED - Harte, Reinhard ED - Meiswinkel, Rüdiger T1 - Local Stresses at Openings of Cooling Towers due to Wind Action T2 - ISCR 2012, 6th International Symposium on Cooling Towers. KW - Cooling Towers Y1 - 2012 SN - 978-3-925795-98-5 SP - 171 EP - 178 PB - Bergische Univ., Abt. Bauingenieurwesen CY - Wuppertal ER - TY - GEN A1 - Schmidt, Simon David A1 - Ammar, Kais A1 - Dornisch, Wolfgang A1 - Forest, Samuel A1 - Müller, Ralf T1 - Phase field model for the martensitic transformation: comparison of the Voigt/Taylor and Khachaturyan approach T2 - Continuum Mechanics and Thermodynamics Y1 - 2021 U6 - https://doi.org/10.1007/s00161-021-01007-1 SN - 0935-1175 SN - 1432-0959 VL - 33 IS - 5 SP - 2075 EP - 2094 ER - TY - GEN A1 - Hübel, Hartwig A1 - Vollrath, Bastian T1 - Effect of stress stiffness on elastic-plastic strain range T2 - International Journal of Pressure Vessels and Piping N2 - Many pressure vessel and piping components have to withstand high internal pressures and are therefore thick-walled so that geometric effects such as stress stiffening need not be accounted for. However, thin-walled or moderately thick structures may be sensitive to these effects. Design Codes such as the ASME Boiler and Pressure Vessel Code usually provide little guidance on when they are to be accounted for. In the opinion of the authors, this effect deserves more attention. Therefore, the purpose of this paper is to illuminate the effect of stress stiffening by investigating some examples, with particular attention to elastic-plastic strain ranges and the plastic strain range enhancement factor Ke used for fatigue analyses. KW - Ke KW - Elbow KW - Strain range KW - Stress stiffening KW - Plasticity KW - Twice Yield Y1 - 2021 UR - https://www.sciencedirect.com/science/article/pii/S0308016121001174?via%3Dihub U6 - https://doi.org/10.1016/j.ijpvp.2021.104421 SN - 0308-0161 VL - 192 ER - TY - GEN A1 - Vollrath, Bastian A1 - Hübel, Hartwig T1 - Direct Analysis of Elastic-Plastic Strain Ranges and Accumulated Strains Considering Stress Stiffening T2 - ASME 2022 Pressure Vessels & Piping Conference N2 - Many pressure vessel and piping components have to withstand high internal pressures and are therefore thick-walled so that geometric effects such as stress stiffening need not be accounted for. However, thin-walled, or moderately thick structures may be sensitive to these effects. Design Codes such as the ASME Boiler and Pressure Vessel Code usually provide little guidance on when they are to be accounted for. In general, the effects of stress stiffening are difficult to estimate even for experienced engineers and can only be estimated by detailed finite element analyses. In the opinion of the authors, this effect deserves more attention. This is particularly true for simplified elastic-plastic methods for fatigue and ratcheting assessment of structures subjected to cyclic loading. Cyclic loading may cause elastic-plastic strains to accumulate if a ratcheting mechanism is present. After a number of cycles, strain accumulation may cease so that a state of either elastic or plastic shakedown is reached. Determination of accumulated strains, strain ranges and other quantities in the state of shakedown (post-shakedown quantities) by means of incremental analyses is costly, in particular if geometric effects such as stress stiffening play a role. Direct methods aim at providing estimates of the post-shakedown quantities, bypassing cycle-by-cycle analyses. These methods claim to deliver the post-shakedown quantities with high accuracy and low computational effort. The Simplified Theory of Plastic Zones can account for the combination of plasticity and stress stiffening. The theory is described and illustrated by examples. The Simplified Theory of Plastic Zones (STPZ) has proven itself for estimating the post-shakedown quantities in the state of elastic and plastic shakedown within the framework of the 1st order theory, i.e. if the equilibrium conditions are satisfied for the undeformed structure. In this paper, the results of elbows subjected to various loading parameters are compared, considering and neglecting stress stiffening. Thus, the results show the influence 2nd order effects can generate. It is further shown that the STPZ can capture 2nd order effects introduced by the equilibrium of the deformed structure. Some examples are used to demonstrate its applicability and the quality of the results, e.g. for a pipe bend subjected to cyclic in-plane bending. KW - STPZ KW - direct methods KW - ratcheting KW - stress stiffening Y1 - 2022 UR - https://asmedigitalcollection.asme.org/PVP/proceedings-abstract/PVP2022/86144/V001T01A020/1149647 SN - 978-0-7918-8614-4 U6 - https://doi.org/10.1115/PVP2022-84241 ER - TY - CHAP A1 - Osterrieder, Peter A1 - Richter, Stefan A1 - Friedrich, Matthias T1 - Lateral buckling of continuous steel beams with hinges Y1 - 2010 ER - TY - GEN A1 - Hübel, Hartwig T1 - Plastic Limit Analysis Using the Simplified Theory of Plastic Zones T2 - Journal of pressure vessel technology N2 - The simplified theory of plastic zones (STPZ) was mainly developed to determine strain ranges and accumulated strains in the state of shakedown at cyclic loading between prescribed levels of loading. Kinematic hardening is an indispensable feature of the STPZ. The plastic limit load, however, is defined for monotonic loading and elastic–plastic material behavior without hardening. Simply assigning a zero value or a numerically very low value of the tangent modulus when applying the STPZ is generally not possible due to arising numerical instabilities. It is, therefore, not immediately obvious how the STPZ can be used to determine the maximum load level that can be applied to a structure without developing a kinematic mechanism. This paper describes the theory and the analysis steps required and provides some illustrative examples. Typically, between one and three linear elastic analyses and some local calculations are required to provide either the exact value or at least a reasonable estimate of a range of the plastic limit load, as well as of the associated stress and strain fields and displacements that are not provided by classical limit analysis. KW - limit load KW - simplified theory of plastic zones Y1 - 2021 U6 - https://doi.org/10.1115/1.4049643 SN - 1528-8978 VL - 143 IS - 2 ER - TY - GEN A1 - Zou, Zhihui A1 - Scott, Michael A. A1 - Miao, Di A1 - Bischoff, Manfred A1 - Oesterle, Bastian A1 - Dornisch, Wolfgang T1 - An isogeometric Reissner–Mindlin shell element based on Bézier dual basis functions: Overcoming locking and improved coarse mesh accuracy T2 - Computer Methods in Applied Mechanics and Engineering N2 - We develop a mixed geometrically nonlinear isogeometric Reissner–Mindlin shell element for the analysis of thin-walled structures that leverages Bézier dual basis functions to address both shear and membrane locking and to improve the quality of computed stresses. The accuracy of computed solutions over coarse meshes, that have highly non-interpolatory control meshes, is achieved through the application of a continuous rotational approach. The starting point of the formulation is the modified Hellinger–Reissner variational principle with independent displacement, membrane, and shear strains as the unknown fields. To overcome locking, the strain variables are interpolated with lower-order spline bases while the variations of the strain variables are interpolated with the corresponding Bézier dual bases. Leveraging the orthogonality property of the Bézier dual basis, the strain variables are condensed out of the system with only a slight increase in the bandwidth of the resulting linear system. The condensed approach preserves the accuracy of the non-condensed mixed approach but with fewer degrees of freedom. From a practical point of view, since the Bézier dual basis is completely specified through Bézier extraction, any spline space that admits Bézier extraction can utilize the proposed approach directly. KW - Isogeometric analysis KW - Reissner–Mindlin shells KW - Dual basis functions KW - Locking Y1 - 2020 U6 - https://doi.org/10.1016/j.cma.2020.113283 SN - 0045-7825 VL - 370 ER - TY - GEN A1 - Chasapi, Margarita A1 - Dornisch, Wolfgang A1 - Klinkel, Sven T1 - Patch coupling in isogeometric analysis of solids inboundary representation using a mortar approach T2 - International Journal for Numerical Methods in Engineering N2 - This contribution is concerned with a coupling approach for nonconforming NURBS patches in the framework of an isogeometric formulation for solids inboundary representation. The boundary representation modeling technique inCAD is the starting point of this approach. We parameterize the solid according to the scaled boundary finite element method and employ NURBS basis functions for the approximation of the solution. Therefore, solid surfaces consist of several sections, which can be regarded as patches and discretized independently. The main objective of this study is to derive an approach for the connection of independent sections in order to allow for local refinement and thus an accurate and efficient discretization of the computational domain. Non-conforming sections are coupled with a mortar approach within a master-slave framework. The coupling of adjacent sections ensures the equality of mutual deformations along the interface in a weak sense and is enforced by constraining the NURBS basis functions on the interface. We apply this approach to non-linear problems in two dimensions and compare the results with conforming discretizations. KW - Isogeometric analysis KW - Scaled Boundary FEM KW - Mortar Method Y1 - 2020 U6 - https://doi.org/10.1002/nme.6354 SN - 1097-0207 VL - 121 IS - 14 SP - 3206 EP - 3226 ER - TY - GEN A1 - Dornisch, Wolfgang A1 - Klinkel, Sven A1 - Simeon, Bernd T1 - Isogeometric Reissner–Mindlin shell analysis with exactly calculated director vectors T2 - Computer Methods in Applied Mechanics and Engineering N2 - An isogeometric Reissner–Mindlin shell derived from the continuum theory is presented. The geometry is described by NURBS surfaces. The kinematic description of the employed shell theory requires the interpolation of the director vector and of a local basis system. Hence, the definition of nodal basis systems at the control points is necessary for the proposed formulation. The control points are in general not located on the shell reference surface and thus, several choices for the nodal values are possible. The proposed new method uses the higher continuity of the geometrical description to calculate nodal basis system and director vectors which lead to geometrical exact interpolated values thereof. Thus, the initial director vector coincides with the normal vector even for the coarsest mesh. In addition to that a more accurate interpolation of the current director and its variation is proposed. Instead of the interpolation of nodal director vectors the new approach interpolates nodal rotations. Account is taken for the discrepancy between interpolated basis systems and the individual nodal basis systems with an additional transformation. The exact evaluation of the initial director vector along with the interpolation of the nodal rotations lead to a shell formulation which yields precise results even for coarse meshes. The convergence behavior is shown to be correct for k-refinement allowing the use of coarse meshes with high orders of NURBS basis functions. This is potentially advantageous for applications with high numerical effort per integration point. The geometrically nonlinear formulation accounts for large rotations. The consistent tangent matrix is derived. Various standard benchmark examples show the superior accuracy of the presented shell formulation. A new benchmark designed to test the convergence behavior for free form surfaces is presented. Despite the higher numerical effort per integration point the improved accuracy yields considerable savings in computation cost for a predefined error bound. KW - Isogeometric analysis KW - Reissner–Mindlin shell KW - NURBS KW - Interpolation of the director Y1 - 2013 U6 - https://doi.org/10.1016/j.cma.2012.09.010 SN - 0045-7825 VL - 253 SP - 491 EP - 504 ER - TY - GEN A1 - Klinkel, Sven A1 - Chen, Lin A1 - Dornisch, Wolfgang T1 - A NURBS based hybrid collocation-Galerkin method for the analysis of boundary represented solids T2 - Computer Methods in Applied Mechanics and Engineering N2 - The paper is concerned with a new numerical method, NURBS based hybrid collocation–Galerkin method (NURBS-HCGM), to solve the in-plane motion problem of elastic solids. It combines the merits of the so-called scaled boundary finite-element method (SB-FEM) and the isogeometric collocation method. For the analysis, the boundary scaling technique of SB-FEM is adopted. It leads to a formulation, where only the boundary of a structure is discretized. Here, the NURBS basis functions are employed for the description of the geometry of the boundary as well as for the approximation of the displacements at the boundary. This is in accordance with the boundary representation modeling technique, which is commonly employed in computer aided design software. The inner domain is described by a radial scaling parameter. Applying the weak form only in circumferential direction the governing partial differential equations of elasticity are transformed to an ordinary differential equation (ODE) of Euler type, where the unknown displacements are a function of the radial scaling parameter. In the present work a NURBS based collocation scheme is introduced to solve this equation. NURBS basis functions are suggested for the approximation of the displacements in scaling direction. The higher continuity provided by NURBS allows to use collocation to solve the ODE directly instead of using the weak form in scaling direction. The proposed approach is validated by comparison with the eigenvalue solution of the ODE. It is remarked that the eigenvalue solution is restricted to linear problems, whereas the proposed method could be extended to nonlinear problems. In general, the presented formulation will allow to model patches bounded by an arbitrary number of contour boundaries. The accuracy of the proposed approach is analyzed and estimated with respect to analytical solutions. The computational cost is investigated with the help of numerical examples and is compared to isogeometric Galerkin approach. KW - Collocation method KW - NURBS basis functions KW - Scaled boundary finite element method KW - Hybrid collocation–Galerkin method Y1 - 2015 U6 - https://doi.org/10.1016/j.cma.2014.10.029 SN - 0045-7825 VL - 284 SP - 689 EP - 711 ER -