نتایج جستجو برای: principal stiffness matrix

تعداد نتایج: 520189  

Journal: :civil engineering infrastructures journal 0
asghar vatani oskouie shahid rajaee teacher training university amin havaran faculty of civil engineering, shahid rajaee teacher training university, tehran, iran

in this article the general non-symmetric parametric form of the incremental secant stiffness matrix for nonlinear analysis of solids have been investigated to present a semi analytical sensitivity analysis approach for geometric nonlinear shape optimization. to approach this aim the analytical formulas of secant stiffness matrix are presented. the models were validated and used to perform inve...

2011
Abby L. Olsen Steven A. Bloomer Erick P. Chan Marianna D. A. Gaça Penelope C. Georges Bridget Sackey Masayuki Uemura Paul A. Janmey Rebecca G. Wells

45 46 The myofibroblastic differentiation of hepatic stellate cells (HSC) is a critical event in liver 47 fibrosis and is part of the final common pathway to cirrhosis in chronic liver disease from 48 all causes. The molecular mechanisms driving HSC differentiation are not fully 49 understood. Because macroscopic tissue stiffening is a feature of fibrotic disease, we 50 hypothesized that mechan...

In this article the general non-symmetric parametric form of the incremental secant stiffness matrix for nonlinear analysis of solids have been investigated to present a semi analytical sensitivity analysis approach for geometric nonlinear shape optimization. To approach this aim the analytical formulas of secant stiffness matrix are presented. The models were validated and used to perform inve...

2013
Rongjie Lai Jiang Liang Hongkai Zhao

In this work, we introduce a numerical method to approximate differential operators and integrals on point clouds sampled from a two dimensional manifold embedded in Rn. Global mesh structure is usually hard to construct in this case. While our method only relies on the local mesh structure at each data point, which is constructed through local triangulation in the tangent space obtained by loc...

Journal: :Adv. Model. and Simul. in Eng. Sciences 2016
Annika Radermacher Brett A. Bednarcyk Bertram Stier Jaan-Willem Simon Lei Zhou Stefanie Reese

Many applications are based on the use of materials with heterogeneous microstructure. Prominent examples are fiber-reinforced composites, multi-phase steels or soft tissue to name only a few. The modeling of structures composed of such materials is suitably carried out at different scales. At the micro scale, the detailed microstructure is taken into account, whereas the modeling at the macro ...

Journal: :Nature Cell Biology 2017

2008
Sonny Nimityongskul Daniel C. Kammer

A new frequency response based model reduction technique is presented for use in the mid-frequency range. The reduction was designed to avoid the use of modal based correlation metrics, which are known to fail in systems with high modal density. A transformation matrix based on a set of complex shapes extracted from the frequency response is used to reduce the impedance matrix to the sensor loc...

Journal: :international journal of advanced biological and biomedical research 2013
monika saraswat a. k. wadhwani manish dubey

the principle of dimensionality reduction with pca is the representation of the dataset ‘x’in terms of eigenvectors ei ∈ rn  of its covariance matrix. the eigenvectors oriented in the direction with the maximum variance of x in rn carry the most      relevant information of x. these eigenvectors are called principal components [8]. assume that n images in a set are originally represented in mat...

2001
S. J. Shah

Using numerical integration in the formulation of the finite-element geometric stiffness matrix and placing movable nodes at integration points causes the geometric stiffness matrix to become lumped or diagonal. The consistent geometric stiffness matrix which is a non-diagonal matrix, is normally used in the finite-element eigenvalue buckling problem. Altering the method to deliver a diagonal (...

Stiffness matrix of the four-node quadrilateral plane stress element is decomposed into normal and shear components. A computer program is developed to obtain the straining modes using adequate and reduced integration. Then a solution for the problem of mixing straining modes is found. Accuracy of the computer program is validated by a closed-form stiffness matrix, derived for the plane rectang...

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