2018 - Euler Medal, European Community on Computational Methods in Applied Sciences (ECCOMAS)
2008 - IACM Congress Medal (Gauss-Newton Medal)
2008 - Member of the National Academy of Engineering For contributions to the finite element analysis of plates and shells and leadership in computational mechanics.
2002 - Fellow of the International Association for Computational Mechanics (IACM)
2001 - Member of Academia Europaea
Ekkehard Ramm mainly focuses on Finite element method, Mathematical analysis, Nonlinear system, Applied mathematics and Geometry. His study in Discretization extends to Finite element method with its themes. His Mathematical analysis research integrates issues from Kinematics and Structural engineering.
His Nonlinear system study integrates concerns from other disciplines, such as Classical mechanics, Angular momentum, Dynamical systems theory and Numerical analysis. In Applied mathematics, Ekkehard Ramm works on issues like Mathematical optimization, which are connected to Topology optimization and Displacement control. His Geometry study incorporates themes from Bending, Displacement and Shell, Shell theory.
Ekkehard Ramm mostly deals with Finite element method, Structural engineering, Nonlinear system, Shell and Mathematical optimization. His Finite element method research includes elements of Discretization, Numerical analysis, Mathematical analysis, Classical mechanics and Applied mathematics. His Classical mechanics research is multidisciplinary, incorporating perspectives in Mechanics and Constitutive equation.
His Structural engineering research includes themes of Fiber-reinforced composite and Composite material. Ekkehard Ramm combines subjects such as Displacement, Stability, Computational science, Computer simulation and Algorithm with his study of Nonlinear system. His Mathematical optimization research is multidisciplinary, relying on both Shape optimization, Fluid–structure interaction and Sensitivity.
Structural engineering, Finite element method, Composite material, Fiber-reinforced composite and Shell are his primary areas of study. His study in the fields of Span under the domain of Structural engineering overlaps with other disciplines such as Vertical axis. His biological study spans a wide range of topics, including Geometry, Incompressible flow, Mathematical analysis and Nonlinear system.
The Nonlinear system study combines topics in areas such as Algorithm, Computation, Computer simulation, Applied mathematics and Isogeometric analysis. His study in Fiber-reinforced composite is interdisciplinary in nature, drawing from both Topology optimization and Fiber-reinforced concrete. His Shell study which covers Computational science that intersects with Fluid–structure interaction.
Ekkehard Ramm mainly investigates Finite element method, Structural engineering, Nonlinear system, Ductility and Geometry. His Finite element method research is multidisciplinary, incorporating elements of Composite material, Discretization, Algorithm, Numerical analysis and Robustness. His Structural engineering study combines topics from a wide range of disciplines, such as Fiber, Fiber-reinforced composite, Brittleness and Engineering design process.
His research integrates issues of Isogeometric analysis, Limit point, Mechanical equilibrium and Computation in his study of Nonlinear system. In his study, Applied mathematics is strongly linked to Structural mechanics, which falls under the umbrella field of Isogeometric analysis. His Geometry study combines topics in areas such as Mathematical analysis, Transverse shear, Mesh generation, Volume mesh and Petrov–Galerkin method.
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FINITE ELEMENT FORMULATIONS FOR LARGE DEFORMATION DYNAMIC ANALYSIS
Klaus-Jürgen Bathe;Ekkehard Ramm;Edward L. Wilson.
International Journal for Numerical Methods in Engineering (1975)
Strategies for Tracing the Nonlinear Response Near Limit Points
Artificial added mass instabilities in sequential staggered coupling of nonlinear structures and incompressible viscous flows
Christiane Förster;Wolfgang A. Wall;Ekkehard Ramm.
Computer Methods in Applied Mechanics and Engineering (2007)
A unified approach for shear-locking-free triangular and rectangular shell finite elements
Kai-Uwe Bletzinger;Manfred Bischoff;Ekkehard Ramm.
Computers & Structures (2000)
EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements
U. Andelfinger;E. Ramm.
International Journal for Numerical Methods in Engineering (1993)
Shear deformable shell elements for large strains and rotations
M. Bischoff;E. Ramm.
International Journal for Numerical Methods in Engineering (1997)
Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept
Norbert Büchter;Ekkehard Ramm;Deane Roehl.
International Journal for Numerical Methods in Engineering (1994)
Shell theory versus degeneration—a comparison in large rotation finite element analysis
Norbert Buechter;Ekkehard Ramm.
International Journal for Numerical Methods in Engineering (1992)
Models and finite elements for thin-walled structures
M. Bischoff;K.‐U. Bletzinger;W. A. Wall;E. Ramm.
Encyclopedia of Computational Mechanics (2004)
Adaptive topology optimization of elastoplastic structures
K. Maute;S. Schwarz;E. Ramm.
Structural Optimization (1998)
Profile was last updated on December 6th, 2021.
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