Skip to main content

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