Thank you for taking your time to reply.

We are currently experimenting on how atena handles temperature boundaries, because we observed some strange behaviours in our hydration model. We have created a simplified transport problem where two mature concrete objects with different initial temperatures are connected via fixed contact surface. One of the objects has an initial temperature of 30C and one 10C.

When we calculated this model the contact surface did not transfer any heat between the volumes. However, when we applied a Moisture temperature boundary (20C) to the surface of one of the objects there seemed to be some heat transfer, but the volume without a boundary surface got colder than it reasonably should.

Volume 1 has an initial temp of 30C
Boundary condition on that volume applies a temp of 20C
Volume 2 has an initial temp of 10C

Image album with results http://imgur.com/a/zQDHH

If you look at the images I'm linking you'll notice that Volume 2 gets much colder than it should, starting near the surface w. the boundary condition. Is this an unreasonable way to model our interaction? Should it be modelled in a different way?

I want to reiterate that this is not the actual experiment we are doing, but we modelled this because we observed strange behaviour in our curing model, where we have an early age concrete material connected to a mature concrete material with a master/slave surface connection.

Regards
Anton Hägerstrand
Martin Lagesson

We have a working model of a wall in the transport module (without a slab). Our problem now (in creep module) is how to model the walls restraint againts the slab in a lifelike way.  We would like to model a slip against the slab at the edges of the wall, to get a more lifelike cracking behavior. We now have just modelled whit a fix contact for surface against the slab. Our current cracking behavior on our model is shown in a attached picture. http://imgur.com/a/7UBcI

Thank you for your help.

When we run our creep with our transport results imported it appears the creep model does not take the temperature difference from the hydration into consideration. We want the shrinkage of our model to account for the temperature drop from the hydration difference. If we start our intervals from earlier on we get errors because we precede our curing time. If we set our curing time at an earlier point our material goes to failure because the concrete has very low tensile properties, and in reality it should act more like an elastic material at that point in time.

This is a link to our current model. https://drive.google.com/open?id=0B_7fw … FZleTdhekk

Thank you in advance.