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Professional CAD/CAM tools built on Inventor and AutoCAD
Integrated BIM tools, including Revit, AutoCAD, and Civil 3D
Professional CAD/CAM tools built on Inventor and AutoCAD
If you happen to work with products that require bolts, it is worth taking a moment to consider how the analysis will be approached.
One concern with performing a simulation that incorporates bolts would be the number of elements required to do so. Recall that every surface in a CAD model gets meshed. Due to the fine threads and other details of a bolt, they require a large number of elements. This can add significantly to the solve time. In most finite element analyses, the stress on individual bolts is not as critical as the stress on the assembly as a whole. Bolts can be reduced to simple connector elements, so long as their contribution to the stiffness of the assembly is accounted for.
If a CAD representation of the bolt is required, it’s generally recommended to use a simplified version by removing details, as shown in the image below. Even the simplified version on the far right contains approximately 1,000 elements.
In cases where it is suitable to use a simplified connection, the bolt connector will save drastically on elements, requiring, roughly, fewer than 100 elements.
Beyond making a simplified CAD model of the bolt, another option to consider is forgoing any sort of bolt model and using bonded contact between the (normally) bolted parts. Before making that assumption, please consider the implications of that simplification on your results.
If it is decided some type of bolt is required, but doesn’t need to be a CAD part, the connector type of bolt allows you to easily add bolt or cap screw representations. You will choose where the bolt starts and ends, the diameter, whether to add washers, the material, and a preload.
Note that this connector can be used to model bolts or cap screws.
The bolt connector type is a useful finite element simplification of a fastener, and a good middle ground between ignoring all bolts and CAD modeling the bolts.
It is possible to determine how much force and moment there is in a bolt connector in Inventor Nastran. Prior to running the analysis, be sure to edit the analysis and check Output Set>Force.
When reviewing the results, edit the contour and choose Result Data>Beam Diagram and set the Type according to the table shown below to view the beam result of interest.
Transcript
00:08
In this exercise, we will be working with bolt connectors in an Inventor Nastran analysis.
00:15
So, before we begin adding in bolt connectors to an assembly in an Inventor Nastran analysis,
00:21
I wanted to discuss briefly what a bolt connector represents and what's happening in the background when you go to solve.
00:29
So, when you establish a bolt connector,
00:31
you are required to choose the edge that represents the head side of the bolt and an edge that represents the nut side of the bolt.
00:39
Once those have been chosen, Inventor Nastran automatically in the background,
00:43
creates a line element running through the middle of the hole from edge to edge.
00:50
The cross-sectional area of that line element will be equal to the cross-sectional area of your bolt that you define.
00:56
Coming off the end of your line element, attached to the edge of the hole that you select is a rigid body connector.
01:04
So, it creates what's called a wagon wheel or a spoke configuration,
01:08
where the rigid body connector represents the head on this side and the nut on this side.
01:14
And it establishes the stiffness that would be created by that bolt connection with much fewer elements.
01:21
So, when you go to create a bolt connector,
01:24
and you're asked to choose a edge for the bolt head and then one for the bolt nut,
01:32
this is actually what Nastran does in the background.
01:34
It creates these rigid body connections to the center point.
01:37
And then the bolt diameter that you specify here for your connector,
01:41
is directly correlated to the diameter of that line element that will span that distance.
01:47
You can then add in things like washers, materials and preload.
01:51
But this is the basic configuration that you are simplifying your three-dimensional body down to.
01:57
So, it's important to understand what's being created before you start adding these into an assembly.
02:02
So, now we'll move into an assembly and add these in for a Nastran analysis.
02:09
So, we're working with this fender assembly for this exercise.
02:13
And in this version, this is fender assembly number 1.
02:16
You'll notice there are bolts modeled into the Inventor assembly files.
02:21
You'll see there are M10 by 6 bolts being used to connect the flap here to the fender.
02:27
And if I rotate around, you can see this side out here is the head side and then the inside here is going to be your nut side.
02:35
And what we want to do is simplify this.
02:37
If I bring this directly into Inventor Nastran, I'll need to establish contacts between each of these individual bodies.
02:46
And I'm also going to need to mesh these small surfaces and these really small threads that are included on the bolt.
02:54
So, even if I do simplify these down as a three-dimensional body, I will still be adding hundreds of thousands of elements to my analysis.
03:02
When in reality, I may be more concerned about the structure as a whole rather than the individual bolts and the stress is seen local to those areas.
03:12
So, for the Nastran analysis, those bolts have been removed.
03:16
Everything else has remained the same.
03:17
But those 10-millimeter bolts will be simplified to a connector for purposes of FEA.
03:23
So, we'll start with this assembly here and I will go ahead and open up Inventor Nastran.
03:30
So, opening up Inventor Nastran, you'll notice that I have already meshed this assembly.
03:35
There's two idealizations.
03:36
There's a solid idealization for the alloy steel components and a second solid idealization for the aluminum component,
03:43
which is really just this flap down here.
03:47
So, we have those components modeled under the mesh settings.
03:51
I've chosen a element size of 10 millimeters, linear solid elements to speed up the analysis time a little bit and focus in on our key displacements.
04:03
So, we'll start with the bolt connectors.
04:05
So, if I activate the "Connectors" dialog box, I can change the type here to bolt.
04:11
Just like we've seen in prior connectors under materials, I can't determine or add a new material.
04:19
I can only choose from materials that have already been created.
04:22
So, keep that in mind, in this case, I'm going to use Alloy Steel as my material.
04:28
I can choose a surface or an edge for the bolt head and a surface or an edge for the bolt nut.
04:34
If you change the type up here from bolt to cap screw, you can choose a surface for a threaded region.
04:41
So, instead of having to choose an edge, you can actually choose a surface where the threads would be engaged.
04:47
It also gives you the ability to choose a useful length or how much of the thread length will be engaged in the part.
04:54
In this case, I am using bolts as we discussed before.
04:58
So, I'll need to first determine the edge where I want the bolt head, which was on the outside of this model.
05:04
So, zooming in, I can grab this edge right here.
05:08
For my nut side, I have to rotate the model around and on the other side, on this plate, I need to choose this edge right there.
05:16
What that will do is establish a bolt between those two components clamping together those parts.
05:25
Now, what you'll notice is for diameter, it automatically populated 12 millimeters.
05:31
However, keep in mind that the diameter that's chosen when you choose this edge is the diameter of that edge.
05:39
It may not be the diameter of the bolt.
05:42
In this case, we know that we're using 10-millimeter bolts.
05:46
So, I'll go ahead and change this to 10 and I can do that for all the bolts that I create in this set.
05:55
In this case, I'm not going to apply any washers.
05:58
However, the head washer height just increases the stack height.
06:01
The nut washer height does the same thing on the other side.
06:04
It does not disperse the load to a wider area.
06:09
It only increases how far, how long that internal line element is going to be.
06:15
Alloy steel is my material.
06:17
And then for preload for newtons, we're just going to go ahead and just do a 50 Newton preload on these.
06:23
It's good to do some level of preload which will pre stiffen the structure and that connection before completing the load application in your FEA.
06:32
So, it's good to add at least an axial or a torque preload to all of these bolts.
06:37
I'm going to rename my connector 10 millimeter bolts.
06:42
And then if I'd like to continue in this set and add them all together,
06:47
I will click "Next" under connector element and bolt two will be created,
06:52
and I can then repeat the process for these other bolt locations.
06:56
So, I'll go through the next one here before I jump ahead.
06:59
So, I'll grab the edge on the outside of that green part, the edge on the inside.
07:04
And then once again, the bolt diameter I will make 10, the preload stays populated,
07:10
material stays populated and I can continue from there clicking next and adding all five bolts.
07:18
So, now that I have my bolt connectors added into the analysis.
07:22
I can then add my constraints, loads and contacts.
07:26
We're working in an assembly. So, we need to make sure all of our surfaces are accounted for.
07:31
So, I will select "Constraints" to start and I am going to add a fixed constraint onto the end of these, flan is sticking out.
07:39
So, I'm going to select both of those end faces right there.
07:42
I'll rename the constraint fixed and I'll leave all my degrees of freedom checked, activate the glasses to see where that's at and then click "Ok".
07:53
Now, I can add in my load which will be added to the end of the flap here.
07:56
So, I'll add a load.
07:59
This will be a simple force applied to the end face right here.
08:05
So, the bottom face of that flap, the load direction is going to be the negative X direction.
08:11
It will be negative 200 newtons.
08:16
So, if I increase the density there, you can see that arrow being applied to that face, holding that flap outwards horizontally in the X direction.
08:26
So, I will rename this 200 Newton X load and select "Ok".
08:34
So, now I have my constraints and loads and now I'm ready to add my contacts.
08:41
So, I will use automatic contact to generate my contact sets and everything will be welded or joined together rigidly.
08:48
The only area that I want to allow for separation and sliding is everything between these parts here that is going to be bolted.
08:59
So, what I can do is I can go ahead and run automatic contacts.
09:05
It's going to create this photo with these 18 contacts and then I can go through and clicking on the contacts.
09:12
It highlights the faces involved.
09:14
So, where I want to focus is that area around the bolted connection.
09:18
So, this face right here.
09:23
So, contact 6, contact 7, those are going to be areas that we want to adjust and allow to separate.
09:36
So, I can take contact 6 and edit that connection.
09:40
Instead of being bonded, I'll change it to separation and click "Ok".
09:44
I can do the same thing for contact 7, that other face there.
09:49
That is also going to be separation.
09:51
So, I'll change the contact type select "Ok".
09:53
Everything else can remain bonded as I am holding the rest of the structure together with welds.
09:59
And now we are ready to run the FEA.
10:02
Before I do, so, I am going to right click on "Analysis 1" and go to "Edit" and like before I will activate force for the output set.
10:11
This will allow me to extract the forces on the individual bolt connectors as well as the stresses and displacements like usual.
10:19
So, I will select "Ok", and I'll Save my analysis and then I will Solve and then I'll view the results.
10:28
So, let me click on "Run" and we'll let the solver go.
10:33
So, once the analysis finishes, it should take roughly five minutes, maybe a little longer depending on your computer.
10:41
Once it's done, the first thing that it will show is your solid Von Mises stress.
10:45
So, this will only show stress on the solid elements.
10:48
Notice those line elements for the connectors do not have any stress shown because it is a different type of element.
10:55
You can only display one element stress type at a time.
10:59
So, the stress on the solid looks pretty good.
11:01
What I'll then do is go ahead and switch to displacement, to make sure my displacement results look reasonable.
11:10
About 1.7 millimeters at the end of that flap, which looks about right based off of the way this load is being applied horizontally.
11:20
And then if I'd like to see the forces acting on the line elements or the bolt connectors,
11:26
I can change my type to beam diagram and the beam diagram will actually give me the ability to go through this list,
11:34
and look at the bar forces which are the forces on those connectors.
11:40
So, if I were to look at Bar Force End A-X, there's A-Y Plane 1, A-Z Plane 2, these are broken down in the article for this exercise.
11:49
So, you can go through and determine which direction, which value you are worried about.
11:54
And when you select one of these, it will then populate this legend.
11:58
It will also display that value for any one of these.
12:02
So, if I go to Bar Force End A-X, it'll display it on the actual 3D model as well.
12:08
So, if I zoom in on these connectors, you can see they've changed to a red color,
12:13
meaning we're probably around couple pounds, sorry, a couple newtons in this case, per bolts,
12:22
and you can then probe those results as well.
12:25
And you can even use a combination of these images to build a nice report.
12:31
So, that's how bolt connectors work.
12:33
again, they're great to use in an assembly when you'd like to simplify your 3D model a little bit more,
12:38
and remove some of the smaller hardware components.
12:41
But you'd still like to take into account the strength and stiffness provided by those bolts.
Video transcript
00:08
In this exercise, we will be working with bolt connectors in an Inventor Nastran analysis.
00:15
So, before we begin adding in bolt connectors to an assembly in an Inventor Nastran analysis,
00:21
I wanted to discuss briefly what a bolt connector represents and what's happening in the background when you go to solve.
00:29
So, when you establish a bolt connector,
00:31
you are required to choose the edge that represents the head side of the bolt and an edge that represents the nut side of the bolt.
00:39
Once those have been chosen, Inventor Nastran automatically in the background,
00:43
creates a line element running through the middle of the hole from edge to edge.
00:50
The cross-sectional area of that line element will be equal to the cross-sectional area of your bolt that you define.
00:56
Coming off the end of your line element, attached to the edge of the hole that you select is a rigid body connector.
01:04
So, it creates what's called a wagon wheel or a spoke configuration,
01:08
where the rigid body connector represents the head on this side and the nut on this side.
01:14
And it establishes the stiffness that would be created by that bolt connection with much fewer elements.
01:21
So, when you go to create a bolt connector,
01:24
and you're asked to choose a edge for the bolt head and then one for the bolt nut,
01:32
this is actually what Nastran does in the background.
01:34
It creates these rigid body connections to the center point.
01:37
And then the bolt diameter that you specify here for your connector,
01:41
is directly correlated to the diameter of that line element that will span that distance.
01:47
You can then add in things like washers, materials and preload.
01:51
But this is the basic configuration that you are simplifying your three-dimensional body down to.
01:57
So, it's important to understand what's being created before you start adding these into an assembly.
02:02
So, now we'll move into an assembly and add these in for a Nastran analysis.
02:09
So, we're working with this fender assembly for this exercise.
02:13
And in this version, this is fender assembly number 1.
02:16
You'll notice there are bolts modeled into the Inventor assembly files.
02:21
You'll see there are M10 by 6 bolts being used to connect the flap here to the fender.
02:27
And if I rotate around, you can see this side out here is the head side and then the inside here is going to be your nut side.
02:35
And what we want to do is simplify this.
02:37
If I bring this directly into Inventor Nastran, I'll need to establish contacts between each of these individual bodies.
02:46
And I'm also going to need to mesh these small surfaces and these really small threads that are included on the bolt.
02:54
So, even if I do simplify these down as a three-dimensional body, I will still be adding hundreds of thousands of elements to my analysis.
03:02
When in reality, I may be more concerned about the structure as a whole rather than the individual bolts and the stress is seen local to those areas.
03:12
So, for the Nastran analysis, those bolts have been removed.
03:16
Everything else has remained the same.
03:17
But those 10-millimeter bolts will be simplified to a connector for purposes of FEA.
03:23
So, we'll start with this assembly here and I will go ahead and open up Inventor Nastran.
03:30
So, opening up Inventor Nastran, you'll notice that I have already meshed this assembly.
03:35
There's two idealizations.
03:36
There's a solid idealization for the alloy steel components and a second solid idealization for the aluminum component,
03:43
which is really just this flap down here.
03:47
So, we have those components modeled under the mesh settings.
03:51
I've chosen a element size of 10 millimeters, linear solid elements to speed up the analysis time a little bit and focus in on our key displacements.
04:03
So, we'll start with the bolt connectors.
04:05
So, if I activate the "Connectors" dialog box, I can change the type here to bolt.
04:11
Just like we've seen in prior connectors under materials, I can't determine or add a new material.
04:19
I can only choose from materials that have already been created.
04:22
So, keep that in mind, in this case, I'm going to use Alloy Steel as my material.
04:28
I can choose a surface or an edge for the bolt head and a surface or an edge for the bolt nut.
04:34
If you change the type up here from bolt to cap screw, you can choose a surface for a threaded region.
04:41
So, instead of having to choose an edge, you can actually choose a surface where the threads would be engaged.
04:47
It also gives you the ability to choose a useful length or how much of the thread length will be engaged in the part.
04:54
In this case, I am using bolts as we discussed before.
04:58
So, I'll need to first determine the edge where I want the bolt head, which was on the outside of this model.
05:04
So, zooming in, I can grab this edge right here.
05:08
For my nut side, I have to rotate the model around and on the other side, on this plate, I need to choose this edge right there.
05:16
What that will do is establish a bolt between those two components clamping together those parts.
05:25
Now, what you'll notice is for diameter, it automatically populated 12 millimeters.
05:31
However, keep in mind that the diameter that's chosen when you choose this edge is the diameter of that edge.
05:39
It may not be the diameter of the bolt.
05:42
In this case, we know that we're using 10-millimeter bolts.
05:46
So, I'll go ahead and change this to 10 and I can do that for all the bolts that I create in this set.
05:55
In this case, I'm not going to apply any washers.
05:58
However, the head washer height just increases the stack height.
06:01
The nut washer height does the same thing on the other side.
06:04
It does not disperse the load to a wider area.
06:09
It only increases how far, how long that internal line element is going to be.
06:15
Alloy steel is my material.
06:17
And then for preload for newtons, we're just going to go ahead and just do a 50 Newton preload on these.
06:23
It's good to do some level of preload which will pre stiffen the structure and that connection before completing the load application in your FEA.
06:32
So, it's good to add at least an axial or a torque preload to all of these bolts.
06:37
I'm going to rename my connector 10 millimeter bolts.
06:42
And then if I'd like to continue in this set and add them all together,
06:47
I will click "Next" under connector element and bolt two will be created,
06:52
and I can then repeat the process for these other bolt locations.
06:56
So, I'll go through the next one here before I jump ahead.
06:59
So, I'll grab the edge on the outside of that green part, the edge on the inside.
07:04
And then once again, the bolt diameter I will make 10, the preload stays populated,
07:10
material stays populated and I can continue from there clicking next and adding all five bolts.
07:18
So, now that I have my bolt connectors added into the analysis.
07:22
I can then add my constraints, loads and contacts.
07:26
We're working in an assembly. So, we need to make sure all of our surfaces are accounted for.
07:31
So, I will select "Constraints" to start and I am going to add a fixed constraint onto the end of these, flan is sticking out.
07:39
So, I'm going to select both of those end faces right there.
07:42
I'll rename the constraint fixed and I'll leave all my degrees of freedom checked, activate the glasses to see where that's at and then click "Ok".
07:53
Now, I can add in my load which will be added to the end of the flap here.
07:56
So, I'll add a load.
07:59
This will be a simple force applied to the end face right here.
08:05
So, the bottom face of that flap, the load direction is going to be the negative X direction.
08:11
It will be negative 200 newtons.
08:16
So, if I increase the density there, you can see that arrow being applied to that face, holding that flap outwards horizontally in the X direction.
08:26
So, I will rename this 200 Newton X load and select "Ok".
08:34
So, now I have my constraints and loads and now I'm ready to add my contacts.
08:41
So, I will use automatic contact to generate my contact sets and everything will be welded or joined together rigidly.
08:48
The only area that I want to allow for separation and sliding is everything between these parts here that is going to be bolted.
08:59
So, what I can do is I can go ahead and run automatic contacts.
09:05
It's going to create this photo with these 18 contacts and then I can go through and clicking on the contacts.
09:12
It highlights the faces involved.
09:14
So, where I want to focus is that area around the bolted connection.
09:18
So, this face right here.
09:23
So, contact 6, contact 7, those are going to be areas that we want to adjust and allow to separate.
09:36
So, I can take contact 6 and edit that connection.
09:40
Instead of being bonded, I'll change it to separation and click "Ok".
09:44
I can do the same thing for contact 7, that other face there.
09:49
That is also going to be separation.
09:51
So, I'll change the contact type select "Ok".
09:53
Everything else can remain bonded as I am holding the rest of the structure together with welds.
09:59
And now we are ready to run the FEA.
10:02
Before I do, so, I am going to right click on "Analysis 1" and go to "Edit" and like before I will activate force for the output set.
10:11
This will allow me to extract the forces on the individual bolt connectors as well as the stresses and displacements like usual.
10:19
So, I will select "Ok", and I'll Save my analysis and then I will Solve and then I'll view the results.
10:28
So, let me click on "Run" and we'll let the solver go.
10:33
So, once the analysis finishes, it should take roughly five minutes, maybe a little longer depending on your computer.
10:41
Once it's done, the first thing that it will show is your solid Von Mises stress.
10:45
So, this will only show stress on the solid elements.
10:48
Notice those line elements for the connectors do not have any stress shown because it is a different type of element.
10:55
You can only display one element stress type at a time.
10:59
So, the stress on the solid looks pretty good.
11:01
What I'll then do is go ahead and switch to displacement, to make sure my displacement results look reasonable.
11:10
About 1.7 millimeters at the end of that flap, which looks about right based off of the way this load is being applied horizontally.
11:20
And then if I'd like to see the forces acting on the line elements or the bolt connectors,
11:26
I can change my type to beam diagram and the beam diagram will actually give me the ability to go through this list,
11:34
and look at the bar forces which are the forces on those connectors.
11:40
So, if I were to look at Bar Force End A-X, there's A-Y Plane 1, A-Z Plane 2, these are broken down in the article for this exercise.
11:49
So, you can go through and determine which direction, which value you are worried about.
11:54
And when you select one of these, it will then populate this legend.
11:58
It will also display that value for any one of these.
12:02
So, if I go to Bar Force End A-X, it'll display it on the actual 3D model as well.
12:08
So, if I zoom in on these connectors, you can see they've changed to a red color,
12:13
meaning we're probably around couple pounds, sorry, a couple newtons in this case, per bolts,
12:22
and you can then probe those results as well.
12:25
And you can even use a combination of these images to build a nice report.
12:31
So, that's how bolt connectors work.
12:33
again, they're great to use in an assembly when you'd like to simplify your 3D model a little bit more,
12:38
and remove some of the smaller hardware components.
12:41
But you'd still like to take into account the strength and stiffness provided by those bolts.
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