Rocscience acquires 3GSM. Read more

Search Results

Bolt Orientation Efficiency

Bolts which intersect a wedge can deform in a number of different ways, as shown in Figure 1. As a result, the mechanism of failure of a bolt can be quite complicated. In order to simplify the behaviour for the purpose of including support in a limit-equilibrium wedge analysis program such as SWedge, an empirical reinforcement efficiency factor can be used.

bolt deformation modes
Fig:1 Possible bolt deformation modes [Windsor, 1996]

The theoretical tensile capacity of a bolt at any point along its length is determined from the Bolt Force Diagram, and the point at which a wedge plane intersects the bolt. This assumes that a bolt is in pure tension. However, pure tension will only occur if the bolt orientation is aligned exactly with the sliding direction or direction of movement of the wedge (see Figure 1 - case B).

If a bolt is not in pure tension, but also shear, the effective tensile capacity of the bolt will be reduced. The amount of reduction is given by the Bolt Efficiency factor, which may range between zero and one.

  • If the bolt efficiency is zero, the bolt has no effect and zero force is placed into the equilibrium equations of the wedge.
  • Conversely, if the efficiency is one, the bolt is in pure tension and the entire capacity is added as a force in the direction of the bolt in the equilibrium equations of the wedge.
The Bolt Orientation Efficiency factor, if used, is ONLY applied to the Tensile Capacity of a bolt as determined from the Bolt Force Diagram. It is NOT applied to the Shear Capacity of a bolt if the Shear Strength option is being used. For an overall summary of the bolt support force implementation in SWedge, see the Bolt Support Force topic.

The Bolt Orientation Efficiency factor is calculated by relating the direction of sliding or movement of the wedge to the orientation of the bolt. In SWedge there are two different calculation methods.

Cosine Tension / Shear

This is the default method in SWedge. With reference to Figure 2, the efficiency is calculated as:

Cosine Tension equation

NOTE: This applies to bolt deformation modes A, B, C, D (see Figure 1). For bolt deformation modes E (pure shear) or F (compression and shear), the bolt efficiency = 0.

Fig.2: Bolt orientation and sliding direction used for Bolt Efficiency calculation

Linear Tension / Shear

With the Linear Tension / Shear method, the efficiency is calculated as:

Linear Tension equation

This applies to bolt deformation modes A, B, C, D (see Figure 1). For bolt deformation modes E (pure shear) or F (compression and shear), the bolt efficiency = 0.

Bolt Efficiency Off

There is also the possibility that the Bolt Orientation Efficiency option can be turned off. If you do not wish to use Bolt Efficiency, then clear the "Use Bolt Orientation Efficiency" check box in the Bolt Properties dialog.

If Bolt Efficiency is OFF, then the bolt efficiency will equal 1, regardless of the bolt deformation mode (A, B, C, D, E, F -- see Figure 1).

Bolt Efficiency and Shear Strength

Finally, note that the Bolt Efficiency is NOT used in conjunction with the Bolt Shear Strength option. If you have selected the "Use Bolt Shear Strength" option, and the bolt deformation mode is D, E or F, so that the Bolt Shear Strength is applied, the Bolt Efficiency DOES NOT multiply the shear strength. The Bolt Efficiency is only used as a factor for the tensile bolt capacity determined from the Bolt Force Diagram.

Rocscience logo, click here to return to the homepage Portal Account Portal Account Log In Log Out Home Shopping Cart icon Click here to search our site Click here to close Learning Tech Support Documentation Info Chevron Delete Back to Top View More" Previous Next PDF File Calendar Location Language Fees Video Click here to visit Rocscience's LinkedIn page Click here to visit Rocscience's YouTube page Click here to visit Rocscience's X page Click here to visit Rocscience's Facebook page Click here to visit Rocscience's Instagram page Click here to visit Rocscience's Reddit page Bookmark Network Scroll down for more Checkmark Download Print Back to top Single User Multiple Users RSLog RocFall3 CPillar Dips EX3 RocFall RocPlane RocSlope RocSupport RocTopple RS2 RS3 RSData RSPile Settle3 Slide2 Slide3 SWedge UnWedge RocTunnel Commercial License Education License Trial License Shop safe & secure Money-back guarantee