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Table 6 Change in elastic shortening loss at mid-span according to sectional area.

From: Analysis of Short-Term Prestress Losses in Post-tensioned Structures Using Smart Strands

Structure

Measurement

(kN)

Theory (kN)

Ratio (%)

[2]/[1] × 100

Gross section [1]

Net section [2]

Full-scale specimen

6.7

3.7

3.8

102.7

Bridge A

16.0

11.0

11.7

106.4

Bridge B

17.5

5.1

6.0

117.6