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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