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Joint Flexibility Huth, Grummann Formulas

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Kanwarosama

Student
Mar 25, 2024
19
Hi,
I was working on preloaded flange connections of wind turbine towers, trying to model them in abaqus. I need the axial and the shear stiffnesses of the joint. For the shear its the Huths formula that I am thinking of using. But I dont understand what is the effect of number of bolts on this stiffness. Is the Huth equation for a single bolt, a group of bolts or independent on the number of bolts?
 
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Huth is the stiffness of a single bolt. You can get the stiffness of a bolt group using compliance models (see Niu).

"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.
 
Yep, single bolt formula.
To get the overall joint stiffness, you will need to model the joint, with cbush/spring/fastener elements for each fastener, where you input the single fastener stiffness values. Note for a torqued fastener, the axial stiffness is not that for the fastener, but is a function of the flange configuration.
 
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