Recent content by krithika
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Pressure vessel Design - Splay out concern
My question is will the lock ring splay out during pressure testing? Please let me know if you need any additional info.- krithika
- Post #3
- Forum: Mechanical Engineering
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Should I learn Pro/Engineer or SolidWorks?
In my opinion all CAD softwares are similar interms of logic they use to build a model, its only the GUI that differs. Just start learning a standard CAD software, Once you've done it I am sure you will be able learn other softwares in no time.- krithika
- Post #31
- Forum: Mechanical Engineering
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Pressure vessel Design - Splay out concern
Dear Members, The existing design for the pressure vessel is an end cap bolted to the body which is not designed to any pressure vessel code. Currently I'm trying to qualify this pressure vessel to PD5500 code. Due to the derated allowables in the code i couldn't go with the bolted...- krithika
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- Design Fea Pressure Pressure vessel Pressure vessel design Vessel
- Replies: 3
- Forum: Mechanical Engineering
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Graduate Tensor components of a Hodge dual
"" " hEY GUAHN SUGUMAR R U FROM TAMBARAM.- krithika
- Post #4
- Forum: Differential Geometry
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Undergrad General Relationship Between Area & Perimeter
" " Are you sure guhan from tambaram.- krithika
- Post #5
- Forum: Differential Geometry
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Shear failure in threaded fasteners
could someone please help me in this regard.- krithika
- Post #11
- Forum: Engineering and Comp Sci Homework Help
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Shear failure in threaded fasteners
The minimum recommended length of engagement is 0.75 to 1 times the bolt major diameter for threading into steel and other materials of comparable hardness; and 1 to 1.5 times the bolt major diameter for threading into brass, cast iron, and aluminum. These lengths of engagement specified are...- krithika
- Post #10
- Forum: Engineering and Comp Sci Homework Help
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Shear failure in threaded fasteners
To make things simple. the length of engagement of bolt = diameter of the bolt. But i don't know how to prove that it won't fail. I couldn't find a concrete material for this. I am a kid in this field. So i need your advice.- krithika
- Post #9
- Forum: Engineering and Comp Sci Homework Help
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Shear failure in threaded fasteners
http://s723.photobucket.com/albums/ww237/karthikappavoo/- krithika
- Post #8
- Forum: Engineering and Comp Sci Homework Help
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Shear failure in threaded fasteners
Thanks for your reply. I think the formula what is stated (FOR Shear area) is of no use. What I'm looking for is a derivation or a formula which can say that the bolt won't fail due to shear stress, if Length of engagement between = the dia of the bolt. But unfortunately i couldn't find it...- krithika
- Post #5
- Forum: Engineering and Comp Sci Homework Help
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Shear failure in threaded fasteners
The shear stress in thread. Thanks for your response :)- krithika
- Post #3
- Forum: Engineering and Comp Sci Homework Help
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Shear failure in threaded fasteners
Hi How can i derive an equation to prove that a bolt won't fail due to shear stress if the length of thread engagement of the bolt with nut is equal to the diameter of the bolt. I got a formula, but i don't know whether it is useful in this case. A_s,e = pi*n*L_e*K_nmax*[1/2n +...- krithika
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- Failure Shear
- Replies: 10
- Forum: Engineering and Comp Sci Homework Help