K. H. Huebner, E. A. Thornton, and T. G. Byrom, The Finite Element Method for Engineers. New York: John Wiley & Sons, 3rd ed., 1994. Home/Search Document Not in Database Summary Related Articles Check |
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Virtual Environments for Medical Training: Graphical and .. - Basdogan, Ho, Srinivasan (2001) (7 citations) (Correct)
....In order to obtain a unique solution for finite element equations, at least one boundary condition must be supplied. The implemented boundary conditions modify the stiffness matrix and make it nonsingular. There are multiple ways of implementing boundary conditions as discussed in the literature [23]. The easiest way to implement the boundary conditions is to modify the diagonal elements of the matrix and the rows of the force vector at which the boundary conditions will be applied. In our model, one end of the cystic was fixed, which implied zero displacements for the associated fixed nodes. ....
K. H. Huebner, E. A. Thornton, and T. G. Byrom, The Finite Element Method for Engineers. New York: Wiley, 1995.
Image Segmentation Using Deformable Models - Xu, Pham, Prince (2000) (4 citations) (Correct)
....Horowitz [72] Nastar and Ayache [53] This approach is similar to the deformable Fourier model except that both the basis functions and the nominal values of their coefficients are derived from a template object shape. Deformable models based on modal analysis use the theory of finite elements [73]. An object is assumed to be represented by a finite set of elements whose positions are defined by the positions of n nodes, which are points in d dimensional space. The node positions can be stacked into a vector X , which has length nd, and element interpolation characterizes the complete ....
K. H. Huebner, E. A. Thornton, and T. G. Byrom, The Finite Element Method for Engineers. New York: John Wiley & Sons, 3rd ed., 1994.
Advanced Methods in Scientific Computing - Johnson (1998) (Correct)
....web sites. Syllabus for CS 522 1. Overview and introduction [1, 2, 3, 4] 2. Introduction to field problems in science and engineering [5, 6, 1, 7, 8, 9] 3. Methods for approximating boundary value problems ffl Finite difference methods [5, 10, 1, 11, 12, 13] ffl Finite element methods [14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33] ffl Boundary integral methods [14, 34, 35, 36, 37] ffl Multigrid and multilevel methods [38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52] 4. Solution methods (solving systems of equation) 53, 54, 1, 55, 56, 57, 58, 59] 5. Mesh generation [60, 61, 62, 63, 64, 65, 66, 67, 68] 6. ....
K.H. Huebner, E.A. Thornton, and T.G. Byrom. The Finite Element Method for Engineers. Wiley, New York, 3rd edition, 1995.
Vectorization and Parallelization of Finite Strip Method for.. - Chen, He (Correct)
....values: D x = D y = Eh 3 12(1 Gamma 2 ) D 1 = D x ; D xy = 1 Gamma 2 D x ; and G x = G y = Eh 2(1 ) where E, h, and represent the material modulus, plate thickness, and Poisson s ratio, respectively. The total potential energy of the plate due to the dynamic surface loading p [17, 16, 14] can be written as Pi = Z t 0 1 2 Z Omega (L 2 d) T D(L 2 d) d Omega Gamma Z Omega p T d d Omega Gamma 1 2 Z Omega d T d d Omega dt (4) where d = d= t and = diag h Gammaaeh; 1 12 aeh 3 ; 1 12 aeh 3 i , a diagonal matrix. A STRIP ELEMENT FOR ....
K. H. Huebner, The Finite Element Method for Engineers, John Wiley & Sons, New York, 1975.
Biomechanical Modeling of the Human Head for.. - Hagemann, Rohr.. (1999) (14 citations) (Correct)
....scheme used for the unknown coecients of u. To calculate the deformation of an anatomical structure given a set of spatial correspondences between images, these correspondences must be integrated into the linear equation system. To this end, we use the procedure described in Huebner et al. [22] and Peckar et al. 23] Since a value for the unknown u j is given through the established correspondences, u j can be incorporated into the linear equation system by a subtraction of the product u j A j , where A j denotes the j th column of the sti ness matrix A, from the righthand side vector ....
K. H. Huebner, E. A. Thornton, and T. G. Byrom, The Finite Element Method For Engineers, John Wiley & Sons, 1995.
A Rule-Based Specification System For Computational Fluid Dynamics - Luke (1999) (1 citation) (Correct)
....This is performed by utilizing the following relation, obtained from the application of the chain rule, r x N i ( x) J r N i ( A. 31) Overviews of these transformation techniques can be found in a variety of texts on finite volume and finite element methods (e.g. 67] [68]) A.3.3 Numerical Integration Methods The preceding section outlined the transformation of the integral equations obtained from the method of weighted residuals into the local parametric coordinates of the element. After this 116 transformation, the resulting integrals will be of the form Z 1 ....
K. Huebner, E. Thornton, and T. Byrom, The Finite Element Method for Engineers. John Wiley & Sons, 1995.
Loci: A Logic Programming Based Solution to Parallel Computational .. - Luke (1997) (Correct)
....local parametric coordinates. This is performed by utilizing the following relation derivable from the chain rule r x N i ( x) J r N i ( 31) Overviews of these transformation techniques can be found in a variety of texts on finite volume and finite element methods (e.g. 19] [21]) 3.2.3 Numerical integration methods The preceding section described the transformation of the integral equations obtained from the method of weighted residuals into the local parametric coordinates of the element. After this transformation the resulting integrals will be of the form Z 1 ....
K. Huebner, E. Thornton, and T. Byrom. The Finite Element Method for Engineers. John Wiley & Sons, 1995.
Computational and Numerical Methods for Bioelectric Field Problems - Johnson (1997) (Correct)
....method usually works well when using direct solvers, it can lead to disastrous results when using some iterative methods, such as the penalty method, which can cause the system to become ill conditioned. For more information on the finite element method, consult [194] 195] 193] 196] 197] [198] D. The Boundary Element Method For bioelectric field problems with isotropic domains (and few inhomogeneities) another technique, called the boundary element method, may be utilized. This technique utilizes information only upon the boundaries of interest, and thus reduces the dimension of any ....
Huebner, K.H., Thornton, E.A., and Byrom, T.G., The Finite Element Method for Engineers, Wiley, New York, 3rd edition, 1995.
Image Segmentation Using Deformable Models - Xu, Pham, Prince (2000) (4 citations) (Correct)
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K. H. Huebner, E. A. Thornton, and T. G. Byrom, The Finite Element Method for Engineers. New York: John Wiley & Sons, 3rd ed., 1994.
Cardiac Motion And Material Properties Analysis Using Data.. - Liu, Wong, Shi (Correct)
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K.H. Huebner and E.A. Thornton, The Finite Element Method for Engineers, John Wiley & Sons, New York, 1982.
Representation of and Modeling with Arbitrary Discontinuity.. - Ellens (1997) (Correct)
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Huebner, K., and Thornton, E. A. Finite Element Method for Engineers. 2nd edition. Wiley, New York, 1982.
Finite Element A Posteriori Error Estimation for Heat Conduction - Lang (2002) (Correct)
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Huebner, K.H., Thornton, E.A., and Byrom, T.G., The Finite Element Method for Engineers, Third Ed., John Wiley and Sons, Inc. 1995.
Finite Element A Posteriori Error Estimation for Heat Conduction - Lang (2002) (Correct)
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Huebner, K.H., Thornton, E.A., and Byrom, T.G., The Finite Element Method for Engineers, Third Ed., John Wiley and Sons, Inc. 1995.
Heat Transfer in Adhesively Bonded Honeycomb Core Panels - Daryabeigi (2001) (Correct)
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Huebner, K.H. and Thornton, E.A., The Finite Element Method for Engineers,2 nd ed., 1982, John Wiley & Sons.
Biomechanically Based Simulation of Brain Deformations.. - Hagemann, Rohr, Stiehl (2000) (1 citation) (Correct)
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K. H. Huebner, E. A. Thornton, and T. G. Byrom, The Finite Element Method For Engineers, John Wiley & Sons, 1995.
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