Blog posts
CABLE BENDING ANALYSIS THOUGH FEA
Single strand cable (spiral) bending and OEC (Overhead Electrical Conductor) bending are somewhat similar problems. This is the reason why the following new paper is noteworthy within the context of this blog. It emanates from a Slovak team: S. Kmet, E. Stanova, G. Fedorko, M. Fabian, J. Brodniansky. Title : “Experimental investigation and finite element analysis of a four-layered spiral strand bent over a curved support”. Published in “Engineering Structures”, Vol. 57, December 2013, pp. 475-483.
Postdoctoral Fellow/Research Associate –Using Biomechanics to Predict Vision Loss Progression– National University of Singapore
Job description: We are looking for a bright, dynamic, and highly motivated individual to perform research in biomechanics with applications to ophthalmology. For more information about our Laboratory, please visit: http://www.bioeng.nus.edu.sg/ivb/. This is a project in collaboration with clinicians from the Singapore Eye Research Institute (top 5 eye institute worldwide) and from Moorfields Eye Hospital, London, UK (biggest eye hospital worldwide).
load effect in ansys
hi everyone;
we know that axial load effect on dynamic responses of structur ( for example comparsion axial load decreas frequencies) and Modal analysis does not depend on load too.
i want to obtain dynamic responses for simply supported beam under axial load. How do modal analysis in the presence of axial load in ansys (How apply effect of axial load)???
plz help me
One PhD student position available at the University of Central Florida, Orlando, FL
One PhD student position available
at the Department of Mechanical and Aerospace Engineering of the University of
Central Florida. Students with background in solid mechanics, computational
mechanics, finite element analysis or molecular dynamic simulation are
particularly encouraged to apply. If you are interested, please send your
resume and representative publications (if have) to Dr. Yuanli Bai (bai [at] ucf.edu (bai[at]ucf[dot]edu)).
A numerical study of elastic bodies that are described by constitutive equations that exhibit limited strains
Recently, a very general and novel class of implicit bodies has been developed to describe the elastic response of solids. It contains as a special subclass the classical Cauchy and Green elastic bodies. Within the class of such bodies, one can obtain through a rigorous approximation, constitutive relations for the linearized strain as a nonlinear function of the stress. Such an approximation is not possible within classical theories of Cauchy and Green elasticity, where the process of linearization will only lead to the classical linearized elastic body.
modeling of pressurized container in AUTODYN
Hi,
Numerical solution of fractional equation by using radial basis functions
Abstract
In this paper, we implement the radial basis functions for solving a classical type of time-fractional telegraph equation defined by Caputo sense for (1<α≤2). The presented method which is coupled of the radial basis functions and finite difference scheme achieves the semi-discrete solution. We investigate the stability, convergence and theoretical analysis of the scheme which verify the validity of the proposed method. Numerical results show the simplicity and accuracy of the presented method.
Hierarchical Materials Symposium at USNCTAM 2014 - Abstract deadline is now January 6, 2014
Dear Colleagues,
The submission deadline for abstracts to the 17th U.S. National Congress on Theoretical & Applied Mechanics has been extended to Jan 6th, 2014. Please consider submitting an abstract to at the website below. We will be holding a symposium on "Elasticity, PLasticity, and Multiphysics of Hierarchical Materials: Mechanisms to Mechanics" that many of you should find quite interesting!
https://www.egr.msu.edu/conference/