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Table 2 EHB connection strength obtained from the FE model and the test data

From: Group combined failure in tension of extended hollo blind bolts using numerical finite element method

Pitch distance (mm)

FE model

Prediction strength (KN)

Test data strength

(KN)

Error percentage

100 mm

518

535

 − 3.1%

180 mm

563

570

 − 1.2%

260 mm

597

585

2.0%