Hello, everyone,
These days, I am studying the Fortran. I want to know which complier is good for fortran. My computer system is 64 bit Win7 system. I want to use fortran to do some numerical calculation about the structure dynamics.
Thank you for your sugestion.
I will be very grateful if anybody please guide me about the job opportunities after PhD studies in cellular mechanics in Europe or Asia. My PhD topic is Comptational simulation of mechanical tests with isolated animal cells.
Dear everyone,
I try to run one case study that I got from Abaqus Verification Manual (4.1.37 Vumat : Rotating Cylinder).
But it doesn’t work, it always show an error ‘Node set assembly__m22 has not been defined’.
Can anyone please tell me how to fix this error?
I have already attached the inp-file and subroutine-file with this post.
(The present Abaqus version that my university use are 6.10 and 6.11)
Thank you very much indeed.
Hello every ,
I hope you are all fine. Evne though I know no one is going to help me including God , but i am still gonna ask for some help please please please.
I want to share with you my intention to step down as president of KAUST at the end of my term in November next year. My President’s Circular announcing this to the KAUST community was sent this morning. A global search for my successor will be initiated shortly, and until the next president comes on board, I shall continue to serve.
hello
i am using ansys for simulate the crack propagation with czm modeling using interface element
and compare this result with result of beam theory but the result can't match togeather.
please send to me any opinion about the input factor in czm modeling for metal.
email: hhabnn [at] gmail.com
thanks
Hello all,
I am really thankful for any help . I am in a very bad situation with my research project because of Abaqus, so please if you know what is wrong with my model please help me please.
I have a pile 200mm long..diameter = 50 mm.. the pile embedded in sand... the depth of sand layer =450mm.. other dimensions are L= 960mm,, W= 480mm.
the pile fully embedded in the soil.. on the top it is connected to a pulling arm , the length of the pulling arm =330 mm , the diameter = 25mm..
the pile is laterally loaded so it is a 3D problem
Hello everybody
