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Finite Element Software (finite + element_software)
Selected AbstractsOn-line hybrid test combining with general-purpose finite element softwareEARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, Issue 12 2006Tao Wang Abstract A new on-line hybrid test system incorporated with the substructuring technique is developed. In this system, a general-purpose finite element software is employed to obtain the restoring forces of the numerical substructure accurately. The restart option is repeatedly used to accommodate the software with alternating loading and analysis characteristic of the on-line test but without touching the source code. An eight-storey base-isolated structure is tested to evaluate the feasibility and effectiveness of the proposed test system. The overall structure is divided into two substructures, i.e. a superstructure to be analysed by the software and a base-isolation layer to be tested physically. Collisions between the base-isolation layer and the surrounding walls are considered in the test. The responses of the overall structure are reasonable, and smooth operation is achieved without any malfunction. Copyright © 2006 John Wiley & Sons, Ltd. [source] Toward large scale F.E. computation of hot forging process using iterative solvers, parallel computation and multigrid algorithmsINTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, Issue 5-6 2001K. Mocellin Abstract The industrial simulation code Forge3® is devoted to three-dimensional metal forming applications. This finite element software is based on an implicit approach. It is able to carry out the large deformations of viscoplastic incompressible materials with unilateral contact conditions. The finite element discretization is based on a stable mixed velocity,pressure formulation and tetrahedral unstructured meshes. Central to the Newton iterations dealing with the non-linearities, a preconditioned conjugate residual method (PCR) is used. The parallel version of the code uses an SPMD programming model and several results on complex applications have been published. In order to reduce the CPU time computation, a new solver has been developed which is based on multigrid theory. A detailed presentation of the different elements of the method is given: the geometrical approach based on embedded meshes, the direct resolution of the velocity,pressure system, the use of PCR method as an original smoother and for solving the coarse problem, the full multigrid method and the required preconditioning by an incomplete Cholesky factorization for problems with complex contact conditions. By considering different forging cases, the theoretical properties of the multigrid method are numerically verified, optimizations of the solver are presented and finally, the results obtained on several industrial problems are given, showing the efficiency of the new solver that provides speed-up larger than 5. Copyright © 2001 John Wiley & Sons, Ltd. [source] Determination of ankle external fixation stiffness by expedited interactive finite element analysisJOURNAL OF ORTHOPAEDIC RESEARCH, Issue 6 2005Jonathan K. Nielsen Abstract Interactive finite element analysis holds the potential to quickly and accurately determine the mechanical stiffness of alternative external fixator frame configurations. Using as an example Ilizarov distraction of the ankle, a finite element model and graphical user interface were developed that provided rapid, construct-specific information on fixation rigidity. After input of specific construct variables, the finite element software determined the resulting tibial displacement for a given configuration in typically 15 s. The formulation was employed to investigate constructs used to treat end-stage arthritis, both in a parametric series and for five specific clinical distraction cases. Parametric testing of 15 individual variables revealed that tibial half-pins were much more effective than transfixion wires in limiting axial tibial displacement. Factors most strongly contributing to stiffening the construct included placing the tibia closer to the fixator rings, and mounting the pins to the rings at the nearest circumferential location to the bone. Benchtop mechanical validation results differed inappreciably from the finite element computations. © 2005 Orthopaedic Research Society. Published by Elsevier Ltd. All rights reserved. [source] Tragverhalten von Flachdecken aus Stahlfaserbeton im negativen Momentenbereich und Bemessungsmodell für das GesamtsystemBETON- UND STAHLBETONBAU, Issue 8 2010Julien Michels Dr. Baustoffe; Berechnungs- und Bemessungsverfahren; Versuche Abstract Der vorliegende Artikel befasst sich mit dem Tragverhalten von Flachdecken aus Stahlfaserbeton im negativen Momentenbereich. Zugkräfte werden allein von den in der Betonmatrix eingebetteten Stahlfasern aufgenommen, letztere ermöglichen in einer Dosierung von 100 kg/m3 (1.3 % des Volumens) eine hohe Rotationsfähigkeit bei gleichzeitig hoher Tragfähigkeit. In einer ersten Phase kann anhand von Laborversuchen an Deckenausschnitten gezeigt werden, dass bei Flachdecken mit reiner Faserbewehrung und unter rotationssymetrischer Belastung kein Durchstanzen auftritt und sich ein Biegeversagen mit deutlicher Bruchlinienbildung einstellt. Neben den erhaltenen Informationen über Versagensart und -last konnte ebenfalls eine abfallende Faserwirksamkeit mit steigender Plattendicke festgestellt werden. Kombiniert mit den experimentellen Untersuchungen kann anhand nicht-linearer FE-Simulationen der Einfluss von Aussparungen bei lokalem Plattenversagen im Stützenbereich auf die Traglast beschrieben werden. Anhand der Festigkeitsstreuungen und einem semi-probabilistischen Sicherheitskonzept wird ein Sicherheitsfaktor hergeleitet, welcher es ermöglicht, einen Bemessungswert der Querschnittstragfähigkeit zu berechnen. Wegen dem experimentell festgestellten Biegeversagen wird die Bruchlinientheorie als Rechenmodell angewendet. Bearing Capacity of Steel Fiber Reinforced Concrete (SFRC) Flat Slabs in the Negative Bending Moment Area and Design Model for the Complete System The present paper deals with the bearing behaviour of steel fibre reinforced concrete (SFRC) flat slabs in the negative bending moment area. Tensile forces are carried only by steel fibers. The latter allow, due to a dosage of 100 kg/m3 (1.3% in volume), a high rotation capacity with simultaneously high bearing capacities. In a first step experimental analysis showed that under symmetrical loading no punching shear failure occurred. A bending behaviour with creation of yield lines was observed for all test specimens. Furthermore, a decreasing fibre orientation with growing plate height could be noticed. The effect of openings in the column area on the bearing capacity loss in a local failure were evaluated with the use of non-linear finite element software. Scatter in bending tensile strengths was used to calculate a safety factor by the means of a semi-probabilistic safety concept. Eventually, slab design is performed by using yield line theory. [source] Two-dimensional Numerical Modeling Research on Continent Subduction DynamicsACTA GEOLOGICA SINICA (ENGLISH EDITION), Issue 1 2004WANG Zhimin Abstract Continent subduction is one of the hot research problems in geoscience. New models presented here have been set up and two-dimensional numerical modeling research on the possibility of continental subduction has been made with the finite element software, ANSYS, based on documentary evidence and reasonable assumptions that the subduction of oceanic crust has occurred, the subduction of continental crust can take place and the process can be simplified to a discontinuous plane strain theory model. The modeling results show that it is completely possible for continental crust to be subducted to a depth of 120 km under certain circumstances and conditions. At the same time, the simulations of continental subduction under a single dynamical factor have also been made, including the pull force of the subducted oceanic lithosphere, the drag force connected with mantle convection and the push force of the mid-ocean ridge. These experiments show that the drag force connected with mantle convection is critical for continent subduction. [source] | ||||||||||