Learning Forum

[agyaw1]

I created two model of concrete beam without rebar and with rebar. I applied similer UDL load in both cases and the deflection at the midspan is same in both cases. theoritical deflection for only concrete is almost same but with rebar beam it is not working. Rebar in the concrete is not working to minimize the deflection. Please anyone help me regarding this issue. Thank you.

[Ashish Khemka]

Hi Ashok,

Please see if the following link helps you:

https://ansyshelp.ansys.com/account/Secured?returnurl=/Views/Secured/corp/v241/en/ans_tec/tecreinfconc.html

Regards,

Ashish Khemka

How to access the ANSYS Online Help

 

[Erik Kostson]

Hi

Also this might be of some help perhaps:

https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v241/en/ans_tec/tecdynardo.html

All the best

Erik

[agyaw1]

Given address directs me to fill the form and also i am unable to complete form. I am just student please teach me how to make connection between rebar and concrete in static structural.

[agyaw1]

Hi,

Workbench User's Guide (ansys.com) Here is the link that i copied from ansys workbench help. Let me know to communicate to resolve the problem that i am facing.

Thank you 

Ashok