education
Concreate Prestress Model Not converge in step Loading
Dear Sir,
I 've mater thesis project about prestress concreate bridge. On the first step I used Bolt load for represent prestress on Tendon
to hold all bridge block. And second step I apply load on vertical load such as 3 point bending test. On the first step I can run it completed. But on the second step it not converge. I need some comment for help mesolve this problem
Adhesive modeling in ANSYS
Hello,
Anybody knows how to model Adhesive between two block in ANSYS? Please help me out by suggesting the approprate method(s).
I will welcome any appeal for clarification, required in this question.
Thanks
Ritesh
Deformation 'Gradient', Right/Left Cauchy Green Compatibility
I post some (hand-written) notes on compatibility conditions for both small and finite strains that I have used for helping me in lecturing. These may be useful for our student friends on imechanica. I also post a paper on compatibility conditions for the Left Cauchy-Green field in three dimensions as well as the paper by Janet Blume on the same subject.
Modal analysis of reactor internals of PWR
In Modal analysis of reactor internals of PWR how the mass of moving water will be added in the structure in ansys.
I am a ew member
I am a first year student of civil school in Myanmar.
I wanna get knowledge from all of you about civil engineering. Please show me the way to the success by a civil engineer .If u have something to guide me,u can send email nalazyboy [at] gmail.com (nalazyboy[at]gmail[dot]com)
thanks to all
Engineering Mechanics 397: Thin Film Mechanics
Time: Tuesday and Thursday 2:00 - 3:30 pm
Place: ECJ 1.214, University of Texas at Austin
Instructor: Rui Huang, WRW 117D, (512) 471-7558, ruihuang [at] mail.utexas.edu (ruihuang[at]mail[dot]utexas[dot]edu)
Lecture notes (coming soon)
Homewrok sets (coming soon)
Mat_54_55 (LS DYNA material model)
I would like to know the difference between Effective Strain, Effective Plastic Strain and Effective Failure Strain.
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