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Dear All
I want to assign wind load on a 3D transmission tower USING abaqus, how can I assign the wind load on the transmission tower ? should it be assigned as a bodyforce or joint load ? your comments are highly appreciable.
Thank you
Nazim Nariman
kakarevi [at] yahoo.com
Could anyone tell me why in abaqus,while running a 3D
mode 1 fracture analysis,I am not getting the same type of contours on
either end of the thickness,i.e.i mean, front and back??While in front
side i am getting all the symmetric contour plots,including the red part
which shows the highest in the legend,while the back side is devoid of
it
Me,being a novice in abaqus,could anyone tell me how to do a volume meshing in abaqus???Also,how to link centre node to surface node in order to give boundary conditions to centre node???
Hi,
I'm new in this forum and happy to be with lot of great people in mechanics.
first, sorry for my bad english because i'm not a native speaker.
i have some questions about stress analysis in multilayer plates:
- i have a plate (30 cm * 30 cm) in a 4 points bending, can i model it like in cylindrical bending (i can have an analytical solution) with reissner mindlin model (or layer wise model) ?
How to define tunnel volume loss in Abaqus in 2D and 3D?
Hi,
I used TA DMA tested the viscoelastic material properties (stress relaxation test). When I did Time-Temperature Superposion to create the mater curve, i found some of the shift-X values were negative (those points after Tg), which cannot be fit to WLF function. ANybody knows the reason behind this? I excluded those point when fit the WLF coefficients, is this acceptable?
And I found the C1 and C2 of one material are negative, can i still use it at high temperature? thank you
Hi guys,
This is my first post in this forum; hope you can guide me through
two issues
My first question is all about geometry of blind bolt, especially
the sleeve; I already try two ways to simulate the sleeve
First I try to create upper cylinder and the lower part and
rotate the lower parts and merge them, but this create problems in meshing and create gaps between the two parts as illustrated
in the following picture
greetings sir.I am doing project COLD ROLLED STEEL lipped channel column
in ANSYS .my question is how to make lipped channel column model by
using shell 181 element or give any other idea to make that model(lipped
channel column)
i am doing project in cold formed steel lipped channel columns. how to calculate ultimate load as per indian standards for 90mm x 50mm x 15mm x 2mm- length is 300mm.PLEASE ANY BODY HELP ME TO CALCULATE ULTIMATE LOAD
