Search found 4 matches
- 05 May 2011, 02:24
- Forum: 02-Getting started with the modelling
- Topic: Fibre approach
- Replies: 0
- Views: 2365
Fibre approach
<t>Hi,<br/> I'm working on my dissertation, and I get a little bit confused about the approach used by the software.<br/> <br/> By reading on the net, I found out that in that aproach, the section is divided in the two directions, so we have a mesh of fibres in each section.<br/> <br/> But my teache...
- 18 Apr 2011, 15:42
- Forum: 02-Getting started with the modelling
- Topic: modelling concrete cracks
- Replies: 4
- Views: 2384
Re: modelling concrete cracks
Hi Romain,
Thanks for your answer, it's helping me a lot.
Cheers,
Ayoub
Thanks for your answer, it's helping me a lot.
Cheers,
Ayoub
- 15 Apr 2011, 21:59
- Forum: 02-Getting started with the modelling
- Topic: modelling concrete cracks
- Replies: 4
- Views: 2384
Re: modelling concrete cracks
Hi,
I had the same question as zedzed.
So cracked concrete reacts like a concrete with no tensile capacity?
How does the software evaluate the cracks? and what are the effects on the algorithm ?
Thanks for your help
Cheers,
Ayoub
I had the same question as zedzed.
So cracked concrete reacts like a concrete with no tensile capacity?
How does the software evaluate the cracks? and what are the effects on the algorithm ?
Thanks for your help
Cheers,
Ayoub
- 14 Mar 2011, 12:23
- Forum: 02-Getting started with the modelling
- Topic: Confinement factor
- Replies: 2
- Views: 1589
Confinement factor
Hey everybody
Can I have more explanation about evaluating the confinement factor in the con_cc using the Mander et al. [1989]
Thank you
Can I have more explanation about evaluating the confinement factor in the con_cc using the Mander et al. [1989]
Thank you