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International Journal of Concrete Structures and Materials

Table 5 The predicted pull-out forces for all hooked end fibres.

From: Comparisons Between Pull-Out Behaviour of Various Hooked-End Fibres in Normal–High Strength Concretes

Fibre type Matrix type P 1 P 2 P 3 P 4 P 5
3DH NSC 55 404 264 – –
MSC 76 593 285 – –
HSC 108 625 317 – –
4DH NSC 55 545 454 229 –
MSC 76 766 475 250 –
HSC 108 798 507 282 –
5DH NSC 55 746 834 510 255
MSC 76 1162 855 531 276
HSC 108 1194 887 563 308
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