Back to company website

You are not logged in. Please login or register.

Forum updated

We have recently updated our forums system, and we have cleared all spam topics and users. In case we accidentally deleted your account, please register again. If you miss a topic you have posted before, please let us know.

Post new reply

Post new reply

Compose and post your new reply

You may use: BBCode Smilies

All fields with bold label must be completed before the form is submitted.

Required information for guests


Required information

Topic review (newest first)

3 Post by Bikip

Yes Sir. I sent you my models. Please check email.
Thank you.

2 Post by dpryl

Dear Bikip,
please follow ATENA Troubleshooting, 2.1.1 to send us your model, sketches of what you are modelling, and a comparison with the measurements.

Regards.

1 Post by Bikip

Dear Sir,
I am modelling the shear behavior of beams reinforced GFRP without stirrups in ATENA 2D. The published data adapted from several reseachers. I see that in generally, post-cracking stiffness of beams falls below this from data. In addition, deflection at mid-span is always much higher than that obtained from data (double value!). So, how to deal with this problem? and are there parameters to adjust it?     
Thank you so much!