Substrate Stiffness Regulates Cellular Uptake of Nanoparticles
Substrate Stiffness Regulates Cellular Uptake of Nanoparticles
Nano Lett., Just Accepted. Publication Date (Web): March 14, 2013 (Communication)
DOI: 10.1021/nl400033h.
Hello dear friends,
I am Morteza, PhD student of Materials Eng. I have this course of Computational Modelling with Abaqus this semester. My Professor asked me to compare different approaches of crack growth analysis in Ansys and Abaqus including different formulations, procedures,... . He recommended to check the user's manual in these two softwares.
I would like to appreciate it if anybody could help me with this task as I am absolutely new in this field.
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2013 International Tutorial Workshop on Piezoresponse Force Microscopy and Nanoscale Electromechanics of Polar Materials |
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July 6-8, 2013 Nanjing University Nanjing,China |
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Hi
I run a scrip in apaqus and do'nt need to see the graphical process in window of software and just the output data is essential for me!!
how i can do it ?? what thing i should add to my scrip for recive this idea??
how we may create a notch in a beam and how we may obtain the load- deformation curve by abacus 6.6.3 version plz anyone can give me step by step procedeure plzzzzzzzzzzzz
May I know what wrong with my model it state AN OCCURRED IN THE MAP TO MATERIAL METHOD. tHERE MAY BE INSUFFICIENT CALIBRATION DATA TO GENERATE THE MATERIAL BEHAVIOUR.
Hi
Has anyone met the problem that if adding the I/O (just reading
externals or writing externals) in UMAT, the computing speed becomes quite
slow, but the CPU occupied by the ‘standard’ process is few, sometimes even keeps zero all
the time. The I/O is quite simple, just using the 'OPEN' , 'READ' and 'WRITE'.
That would be great if anyone knows the reason for this problem.
Thanks and Regards
Yinhua
Provide computational support in structural mechanics and heat transfer for the design of electromagnets operating at ~90% of yield strength with power densities up to 15 W/mm^3.
Hi there,
Can anyone explain me the results I got from Explicit? I am investigating cracks propagation in hybrid timber-glass beam. It is a I-shaped section and consists of timber flanges and glass web bonded with an adhesive.
Please look at the attached diagram - Force versus vertical deformation. Until an initial crack it is almost perfectly linear. But what happens after the glass failure? What could be the reason that the force changes like a wave?