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Results of our academic investigation of the I-35W bridge collapse

Submitted by Roberto Ballarini on

I attach an essay we wrote for a book that will be published by University of Minnesota Press titled "The city, the river, the bridge." The essay is a transcription of part of a public lecture I gave on infrastructure and on the bridge collapse.

After the bridge collapse there were several posts on Imechanica that included speculation about the cause of the collapse, including fatigue crack growth, lack of redundancy, etc.. Our investigation determined the collapse was a result of an undersized gusset plate that reached its plastic limit load. 

Anybody who can send me some Xfem code.

Submitted by lcwlcw on

Hello,

    I am a PhD student in Xi'an, China.

    I am studying  some XFEM related papers, to start coding the method, I thought it would be easier if I go through a code for a basic XFEM problem.

   If anybody who have  the code, please send it to me.

  my email:    lcwlxh [at] 163.com (lcwlxh[at]163[dot]com)

    Thank You. 

 

writing data to dat file and plotting values during job execution

Submitted by Andreas Burger on

Hi,

I am in the process of debugging a UMAT.  In my UMAT code I am currently using write statements to output certain variables to the dat file.  I was wondering if there are any other ways to output data during the execution of a job.  Is it possible to print/plot variables, for example using Matlab (maybe even realtime)?

Also, has anyone experience in accessing the fill files (e.g converting them to ASCII and then use Matlab to look at data?).

Thanks,

Andreas

Stiffer beam n incomplete analysis

Submitted by SAJIB on

hi 

i am sajib,I am very very new ABAQUS user.



i am modeling RCC simply supported BEAM STRENGTHEN IN FLEXURE WITH FRP using ABAQUS.



I HAVE USED S4R FOR FRP, 

C3D8R FOR SOLID AND T3D2 AS STEEL 

cracked conrete model used,elastic plastic model for steel n elastic model for frp

I have used correct E values.