Product Details:
|
Product Name: | Carbon Fiber For Concrete Reinforcement Abrassion Resistance With High Quality Steel Fiber | Key Words: | Steel Fiber |
---|---|---|---|
Logo: | Yusen | Aspect Ratio: | 60-80 |
Dosage: | 21kgs/m3 | Tensile Strength: | 1160Mpa |
Standard: | ASTM | ||
High Light: | concrete reinforcement carbon steel fiber,abrassion resistance carbon steel fiber |
Carbon Fiber For Concrete Reinforcement Abrassion Resistance With High Quality Steel Fiber
Steel Fiber Introduction
Steel fiber is a structural material characterized by a significant residual tensile strength in postcracking region and enhanced capacity to absorb strain energy due to fiber bridging mechanisms across the crack surface. For improving
long-term behavior, enhancing strength, toughness, and stress resistance, SFRC is being used in structures such as flooring, housing, precast, bridges, tunneling, heavy duty pavement, and mining. There has been considerable
research on the mechanical behavior of SFRC in recent years. The past research results indicate that the SFRC has relatively good properties in comparison with the normal concrete. Therefore, the use of SFRC could be a
solution for improving the mechanical performance of the composite steel-concrete beams under negative bending moment.
Specifications:
Steel Fiber |
Model | Diameter (mm) | Length (mm) | Aspect ratio (mm) | Tensile strength (MPa) | ||||
YS-60/60 | 1 | 60 | 60 | ≥1000 | |||||
YS-50/50 | 1 | 50 | 50 | ≥1000 | |||||
YS-65/60 | 0.9 | 60 | 65 | ≥1000 | |||||
YS-55/50 | 0.9 | 50 | 55 | ≥1000 | |||||
YS-80/60 | 0.75 | 60 | 80 | ≥1000 | |||||
YS-45/35 | 0.75 | 35 | 45 | ≥1000 | |||||
YS-50/30 | 0.6 | 30 | 50 | ≥1100 | |||||
YS-55/30 | 0.55 | 30 | 55 | ≥1100 | |||||
YS-65/35 | 0.53 | 35 | 65 | ≥1100 | |||||
YS-60/30 | 0.5 | 30 | 60 | ≥1100 | |||||
YS-50/25 | 0.5 | 25 | 50 | ≥1100 | |||||
YS-60/25 | 0.4 | 25 | 60 | ≥1100 |
Application:
Typically the fibers are added at the batch plant, just after all concrete aggregates are being mixed. Some people would request to have the fiber added at the job site, but then the QA/QC should have more control on how much fiber
is added. The steel fiber manufacturer can provide guidance on how to mix and the amount needed to obtain the desired results. Be aware that if you add too much fiber, it might show up at the surface when finishing the concrete
so be cautious about the amounts being mixed.
Package and Delivery
Contact Person: Wang Huifang
Tel: +86 15933817644
Fax: 86-318-7886888