TAGGED: concrete-material, deflection, rebar
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March 8, 2024 at 8:23 pm
agyaw1
SubscriberI 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.
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March 11, 2024 at 12:56 pm
Ashish Khemka
Forum ModeratorHi 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
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March 11, 2024 at 1:02 pm
Erik Kostson
Ansys EmployeeHi
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
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March 11, 2024 at 4:02 pm
agyaw1
SubscriberGiven 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.
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March 11, 2024 at 4:36 pm
agyaw1
SubscriberHi,
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 youÂ
Ashok
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- The topic ‘Reinforced Concrete Modeling’ is closed to new replies.
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