Quantcast

Concrete Cracking

classic Classic list List threaded Threaded
1 message Options
Reply | Threaded
Open this post in threaded view
|  
Report Content as Inappropriate

Concrete Cracking

Research
I'm using Concrete Damage Plasticity model and I'm struggling in modeling the tension effects in concrete.  It asks for yield stress vs plastic strain.  I know once the stress reaches the modulus of rupture, the concrete cracks, how do I model that in abaqus under the tension effects?  Right now I can't run a 420" long beam deflecting 1" on the opposite end as the cantilever, it stops and gives me the "time increment required is too small..." error.
Loading...