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Threaded bolt - FEM calculation

JohnWick
12-Amethyst

Threaded bolt - FEM calculation

Hello, I would like to calculate the bolts, but I don't know exactly how to set the constraints.

Should the thread also be designed?

 

I'm hoping for a good idea.

 

Designed with Creo 10.

 

 

 

ACCEPTED SOLUTION

Accepted Solutions

11 REPLIES 11
JohnWick
12-Amethyst
(To:JohnWick)

I considered calculating the bolt on its own. There is a line contact between the casting and the bolt. The bolt is supported on the face side.

 

JohnWick_1-1732268504725.png

 

 

 

JohnWick
12-Amethyst
(To:JohnWick)

JohnWick_0-1732276952972.png

 

here my example

JohnWick
12-Amethyst
(To:skunks)

How is the load calculated?  71.654*10N ?

 

JohnWick_0-1732280066561.png

 

it's just an assumption, I don't know the real loads:
so the mass of a steel plate x g

JohnWick
12-Amethyst
(To:skunks)

It is meant like this:

The plate is fixed and a chain is attached to the bolt.

JohnWick_0-1732280728128.png

 

OK, here V2

JohnWick
12-Amethyst
(To:skunks)

What is the background to the offset of 0.02mm?
Why was the material ALMGSI1 chosen for T1? Is there a special reason for this?

JohnWick_0-1732286936856.pngJohnWick_1-1732286955149.png

 

The penetration in the contact forces the contact calculation even before the actual load is applied, i.e. this is the actual preload. The load is then applied to the model that has already converged in the contact. The material pairing has a corresponding influence on this with the E-modules.

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Die Durchdringung im Kontakt erzwingt die Kontaktberechnung schon bevor die eigentliche Last aufgebracht wird, also das ist die eigentliche Vorspannung. Dann wird die Last auf das bereits im Kontakt konvergierte Modell aufgebracht. DIe Materialpaarung hat mit den E-Modulen entsprechend Einfluss darauf.

JohnWick
12-Amethyst
(To:skunks)

Hello, I don't really understand number 4 in the contact conditions.

 

JohnWick_0-1732527676243.png

 

contact nr. 4:

2024-11-25_contact.png

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