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buckling analysis

hi all,

 I am doing buckling analysis of pressure vessel. I want to check the buckling load for individual components.

This pressure vessel is subject to hydrostatic pressure.

So if i want to check this, how to do that. I am not perticular about the softwares.

thanks

Xiao-Yan Gong's picture

Nitinol Webinar next week

 

 

 

An Introduction to the Unique Material Properties of Nitinol

  • Wednesday, November 11
  • 1 p.m. Eastern time

Hook up to this live online presentation with interactive capability and you’ll
be rewarded with a comprehensive course, including:

Rajdeep P Rajput's picture

PRO-E 4.0

I want the name of good book to learn PRO-E 4.0 at home.Can anyone tell me????

progressive die design in solidworkks

Hi dear friends

Can you help me about modeling progressive die design in solid works for sheet metal forming ?

thanks

Books for finite element method for implant and bone

Hi there,

I am new to Finite element method. I would like to know if their are any books for implants, bones and their interaction.

Thank you for your consideration.

 

gohelvivek's picture

meshfree methods

Hi i wanted to learn meshfree methods. but i am in confusion that how to solve a weight function and what is x, xi, d, ds and where can i find a solved example of EFG. thank you

 

v.tagarielli's picture

Postdoc needed urgently at Oxford

Postdoctoral Research Associate
University of Oxford - Department of Engineering Science

Grade 7: Salary £28,839 - £35,469 p.a.

v.tagarielli's picture

Post-doc urgently need at Oxford - Modelling of composites

Postdoctoral Research Associate
University of Oxford - Department of Engineering Science

Grade 7: Salary £28,839 - £35,469 p.a.

Jung W. Hong's picture

A Postdoctoral position is available

We have an opening for a postdoctoral scholar in the area of computational mechanics. Specific problems of interest include molecular dynamics and meshless method for continuum damage mechanics. Rich experience of C++, X-windows image processing, and Fortran programming (especially parallel processing) is required.   Contact: Professor Jung-Wuk Hong at Michigan State University.  Email: jwh at egr dot msu dot edu.

Modifiy failure criteria of cohesive element in ABAQUS

Hi,

 I am just going to modify the existing failure criteria of cohesive element in ABA or even write new ones. I am wondering if it will be via UMAT or UEL, or other subroutines. Many thanks!

Chris

Vadim Silberschmidt's picture

20th International Workshop on Computational Mechanics of Materials, 8-10 September 2010, Loughborough University, UK

The 20th International Workshop on Computational Mechanics of Materials (IWCMM 2010) will be held on 8-10 September 2010 at Loughborough University, UK. Selected papers will be published in a Special Issue of Computational Materials Science by Elsevier.

For details see iwcmm.lboro.ac.uk .

Topics:

Rabindra K. Patel's picture

Modeling of viscoelastic material in ANSYS

Any one can tell about the modelling of viscoelastic materials in ANSYS. In the modeeling how material properties can be given. Like I have material data in the form of Prony series parameter. If sone is having relaxation data how can that be fed to ANSYS model?

TIA

RKPATEL

kiran kumar kabotu's picture

conventional turning operration

i what matlab programing  for modeling of conventional turning forces (fx,fy,fz) predictions

Ken Kamrin's picture

Journal Club Theme of November 2009: Steady granular flow

How does sand flow? A surprisingly difficult question.  This entry tells the story behind a model detailed in [6] for dry, dense, steady-flowing granular materials. 

PLEASE GIVE ME YOUR OPINIO ABT THE CRACK FAILURE CRITERIA

Hello all

plese if any one have informations about the crack propagation, using ansys package

hows we can using ansys to simulate th crack prpoagation with time.

i have aprobem

wait for u

 

Xi Chen is a new Editor of the iMechanica Journal Club

Xi Chen, of Columbia University, has graciously agreed to be a new Editor of the iMechanica Journal Club.  Xi is one of the earliest active users of iMechanica (user number 15), and has played a large role in shaping the development of iMechanica.  He has a broad vision for mechanics, and has made contributions to diverse topics.  in 2008, he received the Presidential Early Career Award for Scientists and Engineers.

Jim Knowles passed away

James K. Knowles 14 April 1931 - 1 November 2009It is with deep sorrow that we inform you that Jim Knowles passed away today.

Remeshing in Abaqus/ Explicit

Hi Dear IMechanica User

I have faced up a problem during micro-scale cutting using abrasives. I am trying to model this process using Abaqus/explicit and with remeshing module. but currently there doesnt exist any remeshing technique in abaqus/explicit. Could you please suggest the way for doing this simulation by using remeshing technique in Abaqus/explicit. Abaqus/standard is not helpfull to model cutting simulation. this is because i am using Abaqus/explicit by the way.

 

I am awaiting your valuable suggestions and helpfull informations.

 Thsnks

Jinqiang Li's picture

Jinqiang Li

    My name is Jinqiang Li. Now I am a study student in Hokkaido University. Next April(2010) I will be a first year Ph.D student (Graduate School of Engineering, Division of Human Mechanical Systems and Design, Research Group of Micromechanical Systems). I got my Master degree in General Mechanics and Mechanics Foundations from Harbin Institute of Technology. I know that most of you are very learned man in mechanics, I hope I can enrich my faculty and knowledge from your wisdom and insights.

lomberg's picture

Branching of Mode II propagating crack

Hello everyone!

 I'm interested in branching of Mode II propagating crack, mostly in high Cr steels, but any info may be useful and interesting. Does it tend to branch? What are the criteria? Velocity? Angle of branching?

 

Thanks,

Marina 

Shell vs. brick elements in buckling analysis

Dear All:

I have a structural problem which deals with "Buckling" analysis of a boom with a rectangular cross-sectional area

and 0.25 in. thickness.

Can I use brick element (8 nodes) instead of shell element to simulate buckling of this type of structure? 

Thank you for your insight.

David.

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