Analysis of Concrete-Beam Joint in Ansys Workbench 2020 R1

#Ansys#Workbench#Concrete#Column-Beam#Analysis#Total deformation#Maximum Principal Stress#Stability#
In this video I have performed Analysis of Previously Modeled Column Beam Joint. From Analysis you will get to know the behaviour of Column and Beam in reality. Also you will get to learn the issues of Contact and Target regions between Column and Reinforcement and how to tackle with those issues.
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[@avadhestateconsultants1078]

Very well explained by you. The information you provide is simple and esoteric.

[@CIVILENGINEERSADDA]

Thankyou .......

[@kartikkumbar7972]

Sir please make video on interior beam column joint

[@CIVILENGINEERSADDA]

Sure

[@kartikkumbar7972]

@@CIVILENGINEERSADDA Thank you Sir

[@gladysvista4725]

May I ask if there is a video of this after modelling but pre-analysis? The one where material is assigned to the bc joint along with supports etc?

[@shreyasalagundi8901]

Thanks for the video sir.. can you please analys it by applying cyclic load sir..

[@gopidurgapu4558]

sir after applying loads while solving it shows The specified defeaturing tolerance was found to be longer than a specified size.The elements on one or more edges may be defeatured out.

[@nithindavid4594]

Sir... I have some doubts..... First one on this you create reinforcements as normal bodies.... In normal we use line body model and define the element type as Link180 or Link 8...is there any difference in result btn these two approach?? Second question is... When we model 2 solid bodies ansys will choose bonded connection as by default... But here you need to define the contact again when the default contacts are still present.. Why..?? And the third question in normal case we consider the beam and column as a single system for analysis....here it is separated as two individual bodies... Is there any significance?? And the last one here you use triangular mesh for column and all quad mesh for beam.. Why.......? Thanku in advance sir... Your replay may more valuable...

[@B.pp.6874]

Hi. I have a question an it is so imp for me. Is it possible to analyze a concrete beam with cycling load in Ansys? because as I heard it is not possible to do in Abaqus and I want to model in Ansys if it is possible(some people say it is not possible to do in Aabaqus because of conversions phenomena in cycling loading with concretE material.)

[@CIVILENGINEERSADDA]

It can be done in ANSYS APDL module.......