Stainless Steel Fiber Supplier
Stainless Steel Fibers - Carbon Steel Fibers - Deformed Steel Fibers
Steel fibers (chopped or melt extract) are used to reinforce castables, ramming mixes, and concrete to assist in abrasion resistance and added strength at lower temperatures. Delta Stud Weld supplies many grades of steel fiber sizes from ¾” to 1 ½” and is available in carbon steel, 304 SS, 310 SS, and 330 SS. Steel fiber reinforced concrete (SFRC) is comprised of hydraulic cement containing fine and coarse aggregates and steel fiber. A superplasticizer is often used to enhance the mix's workability. Stainless Steel & Carbon Steel Fibers reinforce in three dimensions throughout the entire matrix. They restrain micro-cracking and act as tiny reinforcing bars. The earlier a crack is intercepted and its' growth inhibited, the less chance it will develop into a major problem. Contact a stainless steel and carbon steel supplier like Delta Stud Weld, today!
Specifications
Material Deformed Grade 304 Steel Fiber
General Composition
| Carbon | Cromium | Nickel | Mu | S | P | Se |
| 0.08 | 18.0 | 8.0 | 2.0 | 0.03 | 0.045 | 1.0 |
| Nominal Size | .012 x .033 x 1" or 3/4" long |
| Cross Section | Rectangular |
| Equiv. Diameter | 0.022 |
| Tensile Strength | 85,000 psi |
| Specific Gravity | 7.85 |
| Density in lbs per cu./in. | 0.29 |
| Approx. Fibers per Lb. | 22,000 @ 3/4" long |
| Melting Range | 2550oF - 2650oF |
| Oxidation Resistance | To 1900oF |
| Defromation Spacing | .125 in. centers along length |
Material Deformed Grade 430 Steel Fiber
General Composition
| Carbon | Cromium | Nickel | Mu | S | P | Se |
| 0.12 | 14-18.0 | - | 1.0 | 0.03 | 0.040 | 1.0 |
| Nominal Size | .012 x .033 x 1" or 3/4" long |
| Cross Section | Rectangular |
| Equiv. Diameter | 0.022 |
| Tensile Strength | 70,000 psi |
| Specific Gravity | 7.85 |
| Density in lbs per cu./in. | 0.28 |
| Approx. Fibers per Lb. | 22,000 @ 3/4" long |
| Melting Range | 2600oF - 2700oF |
| Oxidation Resistance | To 1500oF |
| Defromation Spacing | .125 in. centers along length |
Frequently Asked Questions
Compared to plain or conventional reinforced concrete the most noticeable differences are improved ductility and post-crack performance. Shorter fibers with a high fiber count offer superior first-crack strength and better fatigue endurance. For ground-supported slabs, we highly recommend the 1" deformed fiber with a high fiber count.
- FLEXURAL STRENGTH: 1 1/2 to 3 times increase in the first crack and flexural bending strength can be achieved over plain concrete using a 1" fiber.
- FATIGUE RESISTANCE: The fatigue strength of steel fiber concrete is 1 1/2 times that of conventional concrete.
- IMPACT RESISTANCE: Steel fibers greatly increase concrete's resistance to damage from heavy impact.
- SHRINKAGE: Steel fibers themselves do not affect the shrinkage rate but they do minimize and help eliminate shrinkage cracks
- ABRASION RESISTANCE: Steel fibers offer a high degree of protection against abrasion and gouging along with any spalling being greatly reduced.
- PERMEABILITY: By effectively reducing the micro cracking SFRC will reduce the overall porosity of the matrix, making the concrete less permeable.
Concrete has always been an unpredictable material and no methodology can entirely eliminate cracking. Using SFRC offers an extremely effective means of controlling cracks. This together with proper sub-base preparation, joints, and curing are all essential to overall job performance.
Depending on the quantity and complexity of reinforcement in traditional design, SFRC can offer substantial cost savings. The superior performance of steel fiber will often reduce maintenance over the installation's life, thus reducing the project cost.
SFRC dosage rates depend on the application of the concrete properties required. Typically 40 lb. to 100 lb. will satisfy most requirements. Lower dosages tend to be used when replacing conventional wire mesh. At higher concentrations, SFRC will meet the most demanding requirements.
Adding steel fibers, particularly at higher concentrations, will give rise to an apparent loss as measured by the slump test. It is recommended that a superplasticizer be added to increase the slump 1-2" greater than the final desired target slump.
Fibers can be added at the batch plant by depositing them onto an aggregate conveyor. They can also be added to a transit mixer on site by the use of a lightweight conveyer attached directly to the back of the vehicle.
Synthetic fibers help control plastic shrinkage cracking which can occur in the very early stages of concrete drying. Steel fibers reinforce the concrete in its hardened state, thereby improving its strength and durability.
The major difference between steel and synthetics is their respective Youngs modulus and tensile yield strength. Steel fibers have a sufficiently high modulus of elasticity and tensile strength to assume excess strain across a crack and hold it tightly.
Yes, but you have to request any certifications when placing your order.
