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Composite Beams

Submitted by Vishal on

I am working on FE Modelling of Composite hollow rectangular section beam in Ansys. When I select beam 188 element, there is no need of inputting real constants. Where do i put the initial values in pre-processing????Pls do help me,,I am new to applying Composite material in Ansys.....pls...

Why do we often use Jaumann rate instead of Truesdell rate?

Submitted by Rong Tian on

In the attachment, we show that Truesdell rate can by simplified to Green-Naghdi rate by assuming F .=. R and can be further simplified to Jaumann rate by assuming W .=. R(.)R(T), where .=. means approximately equal

In a stretch dominant deformation, the three rates give different stress rate. This is usually explained by that we need a different tangential modulus for different objective rate. However, it is hard to understand why we need to change "material" modulus when we use a different "mathematical" form of objective rate as they are all supposed to be equivalent.

Call for papers: a series of monograph in the field of engineering mechanics

Submitted by sunbohua on
Advances in Engineering Mechanics (AEM)
a series of monograph in the field of engineering mechanics

published by Nova Science Publishers, Inc, 400 Oser Ave. Suite 1600, Hauppauge NY, 11788-3619, USA

Chief Editor: Prof. Bohua Sun

TWO MECHANICAL ENGINEERING FACULTY POSITIONS IN CHILE

Submitted by Ramon Frederick on

The University of Chile invites applications for two full time faculty positions in Mechanical Engineering. Applicants must have deep interest in undergraduate and postgraduate teaching, as well as the purpose to conduct long term, externally funded research programs at international level. Candidates are also expected to maintain fruitful work relationships with industry in their respective areas. According to qualifications, they may be ranked at the Assistant or Associate Professor level. Candidates are sought in two areas:

  1. Energy: Research interests in conventional or alternative energies, with emphasis in energy conservation, generation or efficient use.

Elasto-plastic theory - ABAQUS

Submitted by Thiago Rieger on

Hello,

 

I have started to study the plasticity theory few months ago. I'm trying to do one exercise in plane strain of one elasto-plastic material in ABAQUS and manually.

When the load is small, the material has just deformed elasticly and the total and elastic strain in z-direction (E33 and EE33) are zero (like say the theory of plane strain).