software

I've a result from thermal transient analysis. The result shows the maximum and minimum temperature of 4cm * 4cm plate with thickness of 1 mm.

Since the temperature of that plate is not uniform, so I'd like to see the average temperature from overall plate. How can I do it?

Thank you.

Hi all,

       I am having some troubles with the extrude command in Abaqus cae. I have modeled my sample as a 2-D geometry and now I want to move to 3-D for the same section. But I am having trouble extruding my 2-D section. It seems to me very weird and far to complicated the extrusion process in abaqus for such a simple task...

Thank you,

          Panos

Herewith I announce to you that we created a discussion forum for topics related to our contact mechanics software on our website
www.kalkersoftware.org .
The idea is to facilitate discussions and information exchange between users,
and between users and developers.




As a start I initiated two topics:

 1) collect pointers to interesting information sources w.r.t. (rolling)
contact mechanics;

 2) discuss the possible extension of CONTACT w.r.t. more elaborate friction laws.

Am writing as a statement in my model the option initial conditions, am not sure where is the excat palce so i run my file to identify the error "as follows" but still not knowing where to do so?!! (it said under level: Model)!!!

Thank you!

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hello

is it possible to load (or simple harmonic ...) this structure to make it resonates and see the amplified strains.

What are the steps:

- I have already started extracting the natural frequencies (modal analysis I took 6 modes).

- I still have to apply a harmonic load F (t) = f 0 cos (alpha * t), I can not make this charge (I froze here)

- Instead it will force following the direction of the first response of the structure (the first nature-value) in the direction of the distortion along the + y axis (blue arrow)

please tell if any body knows Step by Step procedure how to execute the problem described below....

My project is "Study on the behaviour of FRP strengthened concrete structures subject to cyclic load".

concrete 1500 x 100 x 200

CFRP: 460 x 50

Adhesieve: epoxy(sikadur 30): 460 x 50 x 0.01

Steel: 1500mm, 4mm radius, circular profile.

I have to do the following Steps using Abaqus/explicit

1. Modelling

2. Material Property

3. Assigning Sections

4. Defining Step

Hi Frns,

            I'm doing project entitled, " Study on the behaviour of CFRP strengthened concrete structures subject to cyclic loading" both experimental and analytical part using Abaqus. ( All dimensions are in terms of SI units[N,mm,s])

                             concrete dimensions: 1500 x 100 x 200 (L x B x D), M40 grade,