Anchorage set losses: Difference between revisions
(New page: If <tex>\Delta_a</tex> is the anchorage slip and <tex>L_a</tex> is the length along the tendon affected by the anchorage slip, then: <tex>\Delta_a = \int_0^{L_a} \Delta_{\epsilon} dx</tex...) |
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where <tex>\Delta_{\epsilon}</tex> is the decrease in the tendon due to anchorage slip. | where <tex>\Delta_{\epsilon}</tex> is the decrease in the tendon due to anchorage slip. | ||
=== Uniform distribution of anchorage losses === | |||
Assuming that the anchorage slip losses are uniformly distributed over the entire length of the tendon (in other words <tex>\Delta_{\epsilon}</tex> is constant), then the following equations can be written: | Assuming that the anchorage slip losses are uniformly distributed over the entire length of the tendon (in other words <tex>\Delta_{\epsilon}</tex> is constant), then the following equations can be written: | ||
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* <tex>A_p</tex> ... area of the prestressing tendon | * <tex>A_p</tex> ... area of the prestressing tendon | ||
* <tex>E_p</tex> ... [[Young's modulus]] of the prestressing tendon | * <tex>E_p</tex> ... [[Young's modulus]] of the prestressing tendon | ||
* <tex>\Delta F< | * <tex>\Delta F</tex> ... loss of prestressing force | ||
* <tex>L</tex> ... length of the tendon | * <tex>L</tex> ... length of the tendon | ||
{{Prestressed Concrete}} | {{Prestressed Concrete}} | ||
Revision as of 23:18, 22 April 2009
If <tex>\Delta_a</tex> is the anchorage slip and <tex>L_a</tex> is the length along the tendon affected by the anchorage slip, then:
<tex>\Delta_a = \int_0^{L_a} \Delta_{\epsilon} dx</tex>
where <tex>\Delta_{\epsilon}</tex> is the decrease in the tendon due to anchorage slip.
Uniform distribution of anchorage losses
Assuming that the anchorage slip losses are uniformly distributed over the entire length of the tendon (in other words <tex>\Delta_{\epsilon}</tex> is constant), then the following equations can be written:
<tex>\Delta_a = \Delta_{\epsilon} L</tex>
<tex>\Delta_{\epsilon} = \Delta_a / L</tex>
Noting that
<tex>\Delta_{\sigma} = E_p \Delta_{\epsilon}</tex> and <tex>\Delta F = A_p \Delta \sigma</tex>
we can write the final equation for the loss of prestress force:
<tex>\Delta F = A_p E_p \frac{\Delta_a}{L}</tex>
where:
- <tex>A_p</tex> ... area of the prestressing tendon
- <tex>E_p</tex> ... Young's modulus of the prestressing tendon
- <tex>\Delta F</tex> ... loss of prestressing force
- <tex>L</tex> ... length of the tendon
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| Prestress losses | Friction losses · Anchorage set losses |
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| Related Topics | Reinforced Concrete |