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Technical Data Sheet

SB 35/55-2000

With the high-strength, straight steel fiber, the pull-out resistance is achieved by means of positive locking between the steel fiber and the concrete. This means that force transmission in the crack is less dependent on the pull-out distance than with conventional steel fibers with frictional locking.

The number, shape, size and position of the specifically produced anchor nodes can be varied according to the application. There are also advantages in terms of fresh concrete workability, allowing a higher maximum content of steel fibers.

SB 35/55-2000

Detail view SB 35/55-2000

Geometry and material properties

Fiber length (L)	35,0 mm (+/- 5 %)
Equivalent diameter (d)	0,65 mm (+/- 5 %)
Aspect ratio (L/d)	55 (+/- 7,5 %)
Tensile strength (R_m)	2.000 MPa
Ultimate elongation	min. 5 %
Young`s modulus (E)	210.000 MPa
Material number	1.1211
Number of anchor knots	2
Number of steel fibers per kg	approx. 8.200 pieces