Stability of magnetoactive composites with periodic microstructures undergoing finite strains in the presence of a magnetic field
A. Goshkoderia and S. Rudykh, Composites Part B, 128:19-29 (2017) https://doi.org/10.1016/j.compositesb.2017.06.014
A. Goshkoderia and S. Rudykh, Composites Part B, 128:19-29 (2017) https://doi.org/10.1016/j.compositesb.2017.06.014
I am trying to simulate a seismic earthquake analysis in order to study collapse pattern on LS DYNA.
I have build the keyword from scratch.Although, I am new to LS Dyna, I have never performed such a simulation, I have build a test model consisting of 2 columns joined by a beam resting on a finite element representing soil.
Research opportunity in Adaptive Biomimetic Aircraft Structures, Solicitation Number: W911W6-17-R-0018 @ www.fbo.gov Response Date: Jul 14, 2017 2:00 pm Eastern
Link to the slides and hand-written notes: http://hdl.handle.net/10993/31585
Cyclic Plasticity and Microstructure of As-built SLM Ti-6Al-4V: The Effect of Build Orientation
D. Agius, K.I. Kourousis, C. Wallbrink, T. Song
Materials Science & Engineering: A (2017) -- Free access to the full article available at: https://authors.elsevier.com/a/1VHXL_Ky~FZJ6H
For those interested in this topic, we are organizing a minisymposium at the European Solid Mechanics Conference (sponsored by EUROMECH) in Bologna, in 2018, see session 9.2:
http://www.esmc2018.org/drupal8/node/9
Some examples are:
Reaction diffusion and Brinkman flow to model chemical reactions and the motion of a contaminated viscous fluid:
Hello, researchers. I have difficulty in understanding the physical meaning of Green-Lagrangian strain (E) and Eulerian-Almansi strain (A) measures. Mathematically speaking, I can derive the equations of these strains in different ways. But physically speaking, it's a bit harder to understand how these strains (E and A) can be pictured and how to give a proper physical definition for them. In a simple case, considering a uni-axial bar (Please refer the attached file), Engineering strain can be understood easily, but in E and A equations, from where do the squares of the lengths originate?
Dear Fracture mechanician,
In my group we published 2 articles with novelties on the phase field model for brittle fracture:
I hope some of you find this work interesting, the code with the cohesive zone model for fatigue can be downloaded as a user element (UEL) subroutine for Abaqus from empaneda.com/codes
A cohesive zone framework for environmentally assisted fatigue
Susana del Busto, Covadonga Betegón, Emilio Martínez Pañeda
Engineering Fracture Mechanics (2017)
http://www.sciencedirect.com/science/article/pii/S001379441730098X
New paper: ARENA model for partially saturated soils. http://www.parresianz.com/mechanics/Arena-model-paper/
-- Biswajit