## Thickness Correction Factor Kt for Fastener Joints

## Thickness Correction Factor Kt for Fastener Joints

(OP)

Good Morning Colleagues,

My question is about thickness correction factor Kt and please correct me if I am wrong - when analyzing bolt or rivet joints, this Kt is the one responsible for the aluminum sheet being joint and Kt take care for the hole diameter mismatch, and when D/T ratio is higher tan 1.0, then kt = 1. Most of the time D/t is higher than 1, otherwise fasteners will not be structural, but here is my question, when D/t is less than 1 where can I get and read data for Kt? Thanks in advance for your thoughts and opinion,

Cheers,

My question is about thickness correction factor Kt and please correct me if I am wrong - when analyzing bolt or rivet joints, this Kt is the one responsible for the aluminum sheet being joint and Kt take care for the hole diameter mismatch, and when D/T ratio is higher tan 1.0, then kt = 1. Most of the time D/t is higher than 1, otherwise fasteners will not be structural, but here is my question, when D/t is less than 1 where can I get and read data for Kt? Thanks in advance for your thoughts and opinion,

Cheers,

## RE: Thickness Correction Factor Kt for Fastener Joints

we can help more if we know which text you're using. If a company methodology, best ask there.

in any case a D/t < 1 is a very "odd" arrangement and probably brings other questions to the table ... bolt bending ?

another day in paradise, or is paradise one day closer ?

## RE: Thickness Correction Factor Kt for Fastener Joints

So are you referring to a stress concentration factor or something else? I'm also not sure what you mean by "hole diameter mismatch".

If I had to guess at what you are asking, it seems like maybe you are trying to read a value of K_t from a chart in a stress concentration handbook, but the geometry you have, D/t puts your out of the limits of the chart, and you'd like to know what to do.

Can you provide a sketch of the geometry you have in mind?

Keep em' Flying

//Fight Corrosion!

## RE: Thickness Correction Factor Kt for Fastener Joints

Cheers,

## RE: Thickness Correction Factor Kt for Fastener Joints

1. Pin bending of the fastener due to offset in centerline of the layers (although this would not generally be a problem for 0.125/0.071 stackup) and/or

2. Additional tension on the layers due to out of plane bending from joint eccentricity due to mid-plane offset of the load path.

Seems like more more detail is required from the person asking you this question.

Keep em' Flying

//Fight Corrosion!

## RE: Thickness Correction Factor Kt for Fastener Joints

## RE: Thickness Correction Factor Kt for Fastener Joints

and btw your geometry does not have D/t < 1, you have D/t > 1 (so by your own post, Kt = 1, so NP).

another day in paradise, or is paradise one day closer ?

## RE: Thickness Correction Factor Kt for Fastener Joints

## RE: Thickness Correction Factor Kt for Fastener Joints

1) the question is not obvious in the first place (someone has said "what about D/t ?", it which I'd say "what about it ? how do you want me to account for it ? Where's the analysis method ??"), and

2) your geometry has D/t > 1 as per conventional design. (unless you're saying 0.125+0.071 > 0.1875 ? (which it is, but not by anything meaningful).

is this just a random "thought d'jour" ? Someone had me thinking about D/t and everything seems to say "kt = 1 for D/t> 1" ... humm, what if D/t < 1 ?

The issue if D/t < 1 is long thin bolts would have much more significant bolt bending. This really applies to multiple ply lay-ups, with two plies the load shears in on one ply and out the other and as things start to go plastic the load drifts towards the shear plane, minimising bending.

another day in paradise, or is paradise one day closer ?

## RE: Thickness Correction Factor Kt for Fastener Joints

## RE: Thickness Correction Factor Kt for Fastener Joints

The joint strength (ie load capability) of the fastener is actually dictated by many factors. The extreme limits of the strength would be simply plate bearing (Fbru*(t*d)) or each layer, and the shear strength of the fastener shank (Fsu*(pi*r^2)). However, neither of those are generally how an actual joint will fail. The reality is both bearing and shear (and tension) are happening simultaneously and the full bearing or shear strength is almost never realized unless the layers are very thick or thin relative to the diameter.

The actual failure regime is what we call "transitional failure", and if you are familiar with joint strength tables from OEM structural repair manuals you will recognize that term. These tables are general based on empirical data and you can tell pretty easily that the actual strength values are lower than pure fastener shear or layer bearing.

But why is this? Well, most joints have some amount of eccentricity causing the layers to deflect somewhat and also causing minute rotation of the fastener. This manner of deflection causes the fastener to impinge on the layers non-uniformly. This effectively reduces the bearing area to a value lower than simply t*d. The thicker the layers, the worse the reduction of bearing area.

One way you can account for this is by using data associate with the severity factor concept developed by Jarfall. As part of his work, he developed charts for bearing stress distribution factors that accounts for the actual profile of the bearing stress through the layer thickness. This inputs into the bearing stress Kt.

Perhaps, if you are writing a joint strength margin based on computed values rather than joint strength tables, the reviewer wants you to account for the bearing stress distribution to approximate the actual transitional joint strength?

Keep em' Flying

//Fight Corrosion!

## RE: Thickness Correction Factor Kt for Fastener Joints

## RE: Thickness Correction Factor Kt for Fastener Joints

If fatigue is an issue here, I'd probably opt for a tighter tolerance bolt instead eg nas6203, or a suitable hi lok/hilite/hitigue. You don't have a significant stack-up/diameter ratio, so I wouldn't think eccentricity and bolt bending would be the main fatigue concern.

For thin machined parts with large machining tolerances, analysis to LMC min thickness (or 1.1*min thickness) may be advisable for static strength checks. Perhaps that's what they're getting at?