Using plane-strain axisymmetric FE model on the cross-sectional plane along the member axis direction, predict the effect of added reinforcement on the stress distribution inside the pipe wall for internal pressure loading of 0.01 GPa for the geometry shown in the Figure below. Compare the FE results with the analytical predictions obtained by using the axisymmetric stress analysis formulation presented in Lecture 5. Assume E = 210 GPa, 𝜈 = 0.3Figure: Locally reinforced pipe segment subjected to uniform internal fluid pressure of 0.01 GPaThe analytical solution for the radial and tangential stresses and displacement (thick wall pipe) are given as follows:Note: The cylinder is assumed thin if 𝑏 - 𝑎
perfect explanation for a beginner
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excellent video, you made it very easy🥰😍🤩👍👍
Perfect illustration example, thanks!
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Wonderful Explaination Sir!!
Thanks, I'm glad you found it helpful!
thank you sir .
Most welcome
here, while defining the Bc, we define the symmetry axis (y-axis here). How it will be taken care.
Thank's sir great job 👏i have a problem how can i contact you please
Thank u sir.
Can u please model pressure vessel with nozzle and reinforce pad.
My qstn is why is the loading or the result of loading for Axisymmetric problem be independent of theta ?
How to solve an axis symmetrical model with two different materials of welded type configuration?
Sir please reply. Where are your old videos about Abaqus. Can you please show me a way to access those videos I am ready to pay you if you want.
What is the name of the component.?
Using plane-strain axisymmetric FE model on the cross-sectional plane along the member axis direction, predict the effect of added reinforcement on the stress distribution inside the pipe wall for internal pressure loading of 0.01 GPa for the geometry shown in the Figure below. Compare the FE results with the analytical predictions obtained by using the axisymmetric stress analysis formulation presented in Lecture 5. Assume E = 210 GPa, 𝜈 = 0.3Figure: Locally reinforced pipe segment subjected to uniform internal fluid pressure of 0.01 GPaThe analytical solution for the radial and tangential stresses and displacement (thick wall pipe) are given as follows:Note: The cylinder is assumed thin if 𝑏 - 𝑎