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For metals, when will the elastic modulus be changed?

Submitted by flong208 on

I have a question, for the same metal material, when will the elastic modulus will be changed? in another words, in what kind of processing or machine condition will the elastic modulus be changed? for example, to machine elements(gear, bearing ...), when the part surface is case hardened,will the elastic modulus be changed? if not, how can the difference of hardness between case hardened surface and without hardened substrate be reflected in FEM analysis? how can the case hardened surface parameters affect the contact stress when two part are brought to contact?

Zero thickness cohesive zone with curvature

Submitted by henryjamesusa on
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Hi everyone:

   I am henry, a graduate student in USA. These days, I am trying to make a zero thickness cohesive zone with curvature. After I define this and get everyting set up, then submit the job, the warning windows pop out and tell me the following error messages:

The node numbering might not be correct for element 2010 instance cohesive-1

The node numbering might not be correct for element 2010 instance cohesive-1

The node numbering might not be correct for element 2029 instance cohesive-1

Structures in fire

Submitted by Emmanuel E. Ufuah on

Hi,

Are there researchers working on specific areas in offshore structures? Or is anyone covering the material behaviour of structures at elevated temperatures? I am indeed challenged to read about excitng contributions from different scholars expecially in structural mechanics. I realise I have just begun a race in research. You could help me gain the proper direction in research.

I shall be glad to get any response. 

Emmanuel

problems in using traction-separation laws supplied by Abaqus

Submitted by xhzeng on
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Abaqus supplies cohesive elements and several traction-separation laws
which can be used to study crack problems. In studying a mode I crack
problem (see Fig.1), the cohesive interfaces in front of the crack tips
(both sides) are represented by cohesive elements. The size of the bulk
material is taken as 6x6 mum and the size of cohesive elements is 2x2
nm (or 10x10 nm). The constitutive response in the cohesive element is
described by a triangle-type traction-separation law, where  maximum
stress or displacement is chosen as the failure criterion of the

Enquiry about fracture mechanics simulation using ABAQUS

Submitted by phenixlee on

Hi,

I am very glad to be here.

I want to make some simulation work on the fracture mechanics of thin films. Because the LEEF model is used for bulk materials, I wonder whether it is reasonable to use in on thin films.

Are there some pannels in abaqus can do crack propagation work or some fracture mechanics?

I am a fresh man and look forward for your help.

 

Regards

Phenixlee

Modal Analysis of a tapered beam

Submitted by shiva masana on
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Hello everyone

I need modeshapes for a tapered beam, so I am using Ansys. By going through the tutorials I found that a beam can be modeled by creating a line and meshing it using Beam elements and assigning real constants. How can I use the beam elements for a tapered beam where  the real constants are not constant. I tried to use tapered beam element but is of no use as it the created all elements of same real constants creating a profile similar to a hack saw. 

Can anyone please help me how to mesh a tapered beam.

Change in Elastic Modulus with Plastic Deformation

Submitted by Amit Pandey on

Article on web

http://www.eng-tips.com/faqs.cfm?fid=1441

 

The physical basis of material
properties like Young's modulus can be understood by examining
materials on the atomic scale. There are two main things that influence
the value of the modulus:



1.)     The atomic microstructure

2.)     The interatomic bonds.