Isogeometric shell analysis with Kirchhoff–Love elements

Abstract A Kirchhoff–Love shell element is developed on the basis of the isogeometric approach [16] . NURBS as basis functions for analysis have proven to be very efficient and offer the great feature of exact geometric representation. For a Kirchhoff–Love shell element they additionally have the significant advantage that the necessary continuities between elements are easily achieved. The element is formulated geometrically nonlinear. It is discretized by displacement degrees of freedom only. Aspects related to rotational degrees of freedom are handled by the displacement control variables, too. A NURBS-based CAD program is used to model shell structures built up from NURBS and isogeometric analysis is performed on the same model without meshing. Different examples show the performance of this method and its applicability for the integration of design and analysis.

[1]  T. Hughes,et al.  Efficient quadrature for NURBS-based isogeometric analysis , 2010 .

[2]  M. Ortiz,et al.  Subdivision surfaces: a new paradigm for thin‐shell finite‐element analysis , 2000 .

[3]  E. Ramm,et al.  Structural optimization and form finding of light weight structures , 2001 .

[4]  Michael Ortiz,et al.  Fully C1‐conforming subdivision elements for finite deformation thin‐shell analysis , 2001, International Journal for Numerical Methods in Engineering.

[5]  K. Höllig Finite element methods with B-splines , 1987 .

[6]  R. L. Harder,et al.  A proposed standard set of problems to test finite element accuracy , 1985 .

[7]  O. C. Zienkiewicz,et al.  The Finite Element Method: Its Basis and Fundamentals , 2005 .

[8]  Les A. Piegl,et al.  The NURBS Book , 1995, Monographs in Visual Communication.

[9]  Gershon Elber,et al.  Geometric modeling with splines - an introduction , 2001 .

[10]  Josef Hoschek,et al.  Handbook of Computer Aided Geometric Design , 2002 .

[11]  Eugenio Oñate,et al.  Rotation-free triangular plate and shell elements , 2000 .

[12]  D. F. Rogers,et al.  An Introduction to NURBS: With Historical Perspective , 2011 .

[13]  Wing Kam Liu,et al.  Nonlinear Finite Elements for Continua and Structures , 2000 .

[14]  A. Ibrahimbegovic Nonlinear Solid Mechanics , 2009 .

[15]  Ekkehard Ramm,et al.  Displacement dependent pressure loads in nonlinear finite element analyses , 1984 .

[16]  John A. Evans,et al.  Isogeometric analysis using T-splines , 2010 .

[17]  B. Simeon,et al.  Adaptive isogeometric analysis by local h-refinement with T-splines , 2010 .

[18]  Roland Wüchner,et al.  Upgrading membranes to shells-The CEG rotation free shell element and its application in structural analysis , 2007 .

[19]  Wing Kam Liu,et al.  Stress projection for membrane and shear locking in shell finite elements , 1985 .

[20]  T. Hughes,et al.  Isogeometric analysis : CAD, finite elements, NURBS, exact geometry and mesh refinement , 2005 .

[21]  Roland Wüchner,et al.  Optimal shapes of mechanically motivated surfaces , 2010 .

[22]  E. Ramm,et al.  Models and finite elements for thin-walled structures , 2004 .

[23]  Yavuz Başar,et al.  Mechanik der Flächentragwerke , 1985 .