About Virtual Bolts

A bolt connects a region of one assembly component to a region on another component with a specified bolt load. You can also use a bolt to connect two regions of the same component or to connect a region to ground.

This page discusses:

Standard, Countersunk, and Tight-Fitting Bolts

You can use bolts types to model different kinds of end conditions.

A bolt passes through a hole in each component and consists of a bolt head, a nut, and a shank, all of which are coaxial with the bolt hole. The bolt head is attached to one component, and the nut is attached to the other component. The bolt tension acts along the axis of the bolt hole between the bolt head and the nut and keeps the two components attached. A bolt can translate or rotate along with the two components; however, the bolt head, nut, and shank remain coaxial and their relative position remains fixed. Alternatively, the bolt tension can keep two coaxial regions of the same component attached.

A virtual bolt is an abstract representation of a real bolt. It does not model the bolt head and the nut explicitly, and you cannot apply a side load or a remote torque to the bolt.

To create a standard bolt, you must select the edge of a circular hole as the support for the bolt head. To create a countersunk bolt, you must select a conical face as the support for the bolt head. In both cases, you must select the edge of a concentric circular hole or a cylindrical face (the threads of the bolt) as the support for the nut to define a through hole. The app determines the diameter of the bolt head and the nut and the nominal diameter of the bolt based on the dimensions of the supports you selected.

Bolt to Ground

You can use a virtual bolt to connect a region to ground. You can specify a standard, countersunk, or tight fit for the bolt head.

With grounded bolts, the bolt position is fixed, but motion is possible along the bolt axis. Add a bolt restraint to prevent motion along the axis.

Intermediate Layers

If there are intermediate layers between the head and nut supports, you can define the type of coupling between the bolt and these layers.

The following coupling types are available:

  • No connection: The intermediate layers are not coupled to the bolt.
  • Standard: Extends the coupling region beyond the edge of the hole according to a washer diameter you define.
  • Tight fit: Couples the nodes on the edge of the hole.

Intermediate layers cannot be used with a bolt to ground.

Template Files

When you create a virtual bolt, you can save the bolt definition to a template file.

Bolt Replication

Bolt replication allows you to copy bolt definitions to additional locations.

After you have created a bolt, you can use the Bolt Replication tool . The bolt replicas must connect the same two parts and pass through holes with the same dimensions as the original.

Automatic Detection

Bolt detection can locate bolt locations automatically.

The Virtual Bolt Detection tool searches selected shell and solid regions to locate all potential bolt locations automatically based on the criteria you specify. You can review the search results, and the tool creates bolts at the locations you choose.

Three placement methods are available. The free method identifies bolt locations by searching the geometry for suitable holes. The points method provides you with more control over the placement locations by letting you pick points in the geometry. The lines method is similar to the points method, but lets you use line length as a limit for the bolt length.

Free Placement Method

With the Free placement method, the bolt detection tool searches the selected supports for bolt locations based on the criteria that you specify. You can restrict the bolt creation to holes of a particular size, and you can control which parts the bolt connects.

You can restrict the search to look for circular holes only, or you can have it look for all holes. For noncircular holes, you can specify both height and width of matching holes.

Points Placement Method

With the points placement method, you select points to determine bolt locations. For some points there might be more than one possible combination of layers that the bolt can connect. You can limit the possibilities by specifying minimum and maximum bolt lengths.

Automatic bolt detection with the points placement method does the following:

  1. Looks for the bolt hole that is closest to the placement point.
  2. Searches other layers for holes aligned with the first.
    • If the distance to another hole is within the specified minimum and maximum lengths that you specify, it forms a bolt between the holes.
    • If more than one other bolt hole is within that length range, it uses the hole that creates the longest bolt length.
    Note: If you define the bolt properties to include connections to intermediate layers, the hole closest to the placement point might be either a bolt head or an intermediate layer. This hole can be an intermediate layer if the specified length range is large enough to include layers on both sides of the placement point.

Lines Placement Method

With the lines placement method, you select lines to determine bolt locations. There might be more than one possible combinations of layers that the bolt can connect. You can limit the possibilities by specifying minimum and maximum bolt lengths, or you can use the line length itself to determine which layers the bolt connects.

Bolt detection with the lines placement method does the following:

  1. Searches for the bolt hole that is closest to the start point of the selected placement lines.
  2. Searches other layers for holes along the line direction.
    • If a hole is within the specified minimum and maximum lengths, it forms a bolt between them.
    • If more than one other bolt hole is within that range, it uses the hole that creates the longest bolt length.

Bolt Loading

The bolt load is specified in terms of the axial force that is applied along the cylindrical axis of the bolt.

The bolt load is specified in terms of the axial force that is applied along the cylindrical axis of the bolt. This force is a tension that pulls the bolt head and nut together.

You can apply the bolt tension load directly, or the simulation can calculate the tension from the bolt diameter and a specified torque and torque coefficient. The torque coefficient, K, is a constant value used internally to convert the torque load to an axial load using the following formula:

P = T K D ,

where

P = resulting axial force (tension) on the bolt,

T = torque value,

K = torque coefficient (this value has a default of 0.2 or can be found in a standard reference manual; it is a function of the bolt geometry, the materials being assembled, and the joint lubrication), and

D = nominal diameter of the bolt.