ABAQUS concrete beam
Hi everyone
is there any method to model the reinforcment as steel fibers inside beam element?
Blog posts
A novel impact identification algorithm based on a linear approximation with maximum entropy
Paper Accepted for Publication in Smart Materials and Structures
N. Sanchez, V. Meruane, A. Ortiz-Bernardin, “A novel impact identification algorithm based on a linear approximation with maximum entropy.”
ABSTRACT
One postdoc position at Singapore University of Technology and Design
Our group has one postdoctoral position opening supported by Singapore University of Technology and Design (SUTD)-Digital Manufacturing and Design (DManD) Centre for the projects of design and fabrication of fiber reinforced composites, and nano/micro fabrication.
We are seeking self-motivated postdoctoral researchers with a strong background on solid mechanics and FEA simulation, and experience in composite fabrication, material preparation and characterization.
The successful candidate is required to have:
Underwater Soil Mechanics Problem
I am an undergraduate student conducting a research project involving the design of a tool to aid astronauts to perform experiments on lunar surfaces and would like to request some direction about which analytical tools would be best suited for this application (i.e. FEA or DEM software/techniques). The specific scenario of interest is to design a tool that can act as an anchor in a sand-like medium (regolith) on the surface of the moon.
Finite element analysis of beams
In this section, the basic principles of the finite element analysis of beams are considered. Beam given below we will divide into two elements by cutting it at the point A, B, C
We will make the equilibrium equations nodes A , B, C . Equations are written so that you can clearly see the contribution of each element. For each element can define a list of indices. list of indices indicates in which equations contributes each element..
Post-buckling analysis of plates?
Hi
I want to write a finite element code capable of modeling the pos-buckling behavior of plates. I have already written a FEM code for eigenvalue buckling analysis of plates.
I don't have any idea how to start.
I would be very grateful if someone could help me
thanks
which kind of homogenization can we use?
hello every one.
If we consider dislocation effect( GNDs) that they have proportional relation with strain gradient, does it effect on way of homogenization or not? i mean at this situation can we use any methods of homogenization ? I'm looking into size effects at micro scale on macroscopic properties.i want to be sure if self consistent method is usable to as a method or not?
company under buildding in the mechanical engineering consulting specializing in finite element analysis, advanced analytical techniques, experimentation, technology development
company under buildding in the mechanical engineering consulting specializing in finite element analysis, advanced analytical techniques, experimentation, technology development
Postdoctoral Position in Applied Mechanics
A post-doctoral position in the general area of continuum simulations of high-strain rate impact phenomena is available in the Mechanical Engineering Department at Northeastern University. The specific goal of the project is to investigate the mechanics of cohesion following high velocity impacts. Knowledge of finite element theory, contact mechanics, plasticity and cohesive zone using customized codes and Abaqus are required. Experience with writing own finite element codes, Abaqus user subroutines and Python code will be helpful for the position.
Postdoctoral Position in Applied Mechanics
<p>A post-doctoral position in the general area of continuum simulations of high-strain rate impact phenomena is available in the Mechanical Engineering Department at Northeastern University. The specific goal of the project is to investigate the mechanics of cohesion following high velocity impacts. Knowledge of finite element theory, contact mechanics, plasticity and cohesive zone using customized codes and Abaqus are required. Experience with writing own finite element codes, Abaqus user subroutines and Python code will be helpful for the position.