Elastic Deformations & Lie Groups/Algebras
I'm interested in representing elastic deformation in terms of Lie groups/algebras. Is anyone working on this area ? I think it's easiest to start (end !) with homogeneous deformations. Thanks, John.
I'm interested in representing elastic deformation in terms of Lie groups/algebras. Is anyone working on this area ? I think it's easiest to start (end !) with homogeneous deformations. Thanks, John.
ello all,
I am an M.S student, my subject in modelling of high strength concrete column under eecentric loading. I made a model of reinforced
concrete column with in ANSYS by solid65 to represent concrete and link8 for steel.
My model is 200*200*4000 mm, i choose multi., conc.,and elastic linear for concrete, closing crushing for it, for steel bilinear, elastic.
Slenderness ratio (l/d)=20 Although Using large displacement analysis option, model give me very small displacement (less than
Hello all,
I am an M.S student, my subject in modelling of high strength concrete column under eecentric loading. I made a model of reinforced concrete column with in ANSYS by solid65 to represent concrete and link8 for steel.
My model is 200*200*4000 mm, i choose multi., conc.,and elastic linear for concrete, closing crushing for it, for steel bilinear, elastic.
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MicrosoftInternetExplorer4
Hello everyone,
Can anyody tell me the detail for the interfacing of input files(.rpt) such for displacement, Moment in Abaqus to be parameterized by the optimization algorithm in Matlab. I have used the exclamatory mark for editting all files in matlab directory......
I think having Multi Function and multi tasking Mobile Phones r having problem of call drop as compared to other phones having less features the reason being as heat flows from High temperature(Mobile) to low temp(atmosphere) , Infrared radiation creates a barrier to the signal wave and such problem can be rectify by mobile cooling may be done Acoustically.
I'm currently working on modeling 3 phases composites material. However, I'm having hard time on finding the transverse modulus as it's different from analytical results. I've been using Mori-Tanaka approach to determine the stiffness moduli. Does anyone know how to obtain a correct values for the transverse moduli?
Hi,
I modeled a beam with a hole in ABAQUS in 2D and now I would like to stick one plate to the beam surface.
I can do it easily in 3D but actually I do not like to jump 3D because It will make analyses very hard to follow.
My question is that, Is there anyway to stick a the plate to beam in 2D in ABAQUS and avoid 3D?
Thank you,
Parisa
I karunanidhi working for a engineering college in india.. i m very much interested to do my phD in electrical discharge machine but i didnt get the source please suggest me where to do??with scholarship...