PREPARATION AND USES

FLOORING / STEEL FIBER / PRODUCTS

SFRC PREPARATION
& APPLICATIONS

RAM ARBIA integrates steel fibers into engineered concrete systems through controlled fiber selection, project-specific dosage, organized addition, mixing, dispersion, concrete placement and finishing. The objective is to achieve a uniform Steel Fiber Reinforced Concrete mixture suited to the structural and operational requirements of each application.

Hooked end steel fibers for Steel Fiber Reinforced Concrete preparation by RAM ARBIA Saudi Arabia
SFRC PREPARATION & APPLICATIONS DOSING · MIXING · DISPERSION · PLACEMENT · APPLICATION
01 Controlled Fiber Addition
02 Uniform Concrete Dispersion
03 Project-Specific SFRC Applications
01 / OVERVIEW
STEEL FIBER REINFORCED CONCRETE

Fibers perform only
when the mix performs.

Steel Fiber Reinforced Concrete uses discrete steel fibers distributed through the concrete matrix. Unlike conventional reinforcement concentrated at defined locations, fibers are dispersed throughout the concrete volume.

RAM ARBIA treats SFRC preparation as an engineered concrete process. Fiber geometry, dosage, concrete composition, workability, addition sequence, mixing, placement and finishing must be coordinated to achieve the intended performance.

PREPARATION OBJECTIVE

The objective is not
simply adding steel.

Proper SFRC production aims to distribute the specified fibers throughout the concrete while maintaining the workability required for transport, placement, consolidation and finishing.

01 Controlled Dosage

Fiber quantity should follow the engineered concrete and structural requirements of the project.

02 Uniform Dispersion

Fibers should be distributed throughout the mix rather than concentrated into localized clusters.

03 Mix Workability

Concrete workability should remain suitable for the selected placement and finishing method.

04 Controlled Addition

Fiber introduction should follow the selected fiber and concrete mixing procedure.

05 Placement Compatibility

The completed mix must remain practical for pumping, placing, screeding and finishing.

06 Quality Verification

Trial mixes and production checks can confirm workability and fiber distribution before full execution.

CONTROLLED FIBER DOSING
CONCRETE MIXING
UNIFORM SFRC MIX
CONCEPTUAL STEEL FIBER DOSING & MIXING PROCESS
SFRC MIXING PRINCIPLE

Add progressively.
Mix uniformly.

Steel fibers should be introduced using a controlled procedure appropriate to the selected fiber product and mixer. Rapid or uncontrolled addition can increase the risk of fiber clustering, while adequate mixing helps distribute the fibers throughout the concrete.

01 Confirm project fiber specification
02 Prepare suitable concrete workability
03 Introduce fibers in a controlled sequence
04 Maintain active mixing during addition
05 Achieve uniform fiber dispersion
06 Verify the mix before placement
SFRC PREPARATION

From design input
to ready-mixed SFRC.

SFRC production should follow the project requirements and the recommendations for the selected fiber and concrete system. There is no single universal dosage or addition method for every application.

01 / DESIGN

Determine Required Performance

Establish the slab or structural requirements, loading, concrete design and intended fiber contribution before selecting dosage and fiber type.

02 / SELECT

Select Fiber Geometry & Type

Fiber length, diameter, aspect ratio, end geometry and product format should be selected around the concrete system and structural application.

03 / DOSE

Establish Project Dosage

Fiber dosage should be defined by engineering requirements and verified against concrete workability, placement method and product guidance.

04 / MIX

Control Fiber Addition

Introduce fibers through a controlled sequence that allows the mixer to disperse them progressively through the concrete.

05 / VERIFY

Check Workability & Distribution

Evaluate whether the fresh SFRC is suitable for transport, pumping, placement, consolidation and finishing.

06 / PLACE

Place & Finish the Concrete

Coordinate placement and finishing methods with the SFRC mix and final floor or structural surface requirement.

DOSE
FIBER DOSAGE

Dosage is engineered.
It is not a fixed recipe.

Steel fiber dosage can vary significantly between projects. The correct quantity should be derived from required concrete performance, structural design, fiber characteristics, placement method and the selected concrete mix.

01 Structural Requirement
02 Applied Loads
03 Fiber Geometry
04 Concrete Mix Design
05 Required Workability
06 Placement Method
07 Joint Strategy
08 Performance Verification
MIX
FIBER BALLING CONTROL

Distribution matters more
than simply reaching dosage.

Fiber balling occurs when fibers concentrate into clusters instead of dispersing throughout the concrete. Addition rate, concrete workability, mixer condition, fiber geometry and batch configuration can all influence the risk of clustering.

LOCALIZED FIBER CLUSTER
UNIFORM FIBER DISPERSION
AVOID UNCONTROLLED CLUMPING
TARGET HOMOGENEOUS DISTRIBUTION
01 Controlled Addition Rate
02 Suitable Concrete Workability
03 Effective Mixer Operation
04 Correct Fiber Selection
05 Sufficient Mixing
06 Trial & Production Verification
FLOW
CONCRETE WORKABILITY

Reinforcement must remain
practical to place.

Adding fibers changes the behavior of the fresh concrete. The concrete mix should therefore be developed so the SFRC remains suitable for its intended delivery, pumping, placement and finishing method.

01 Concrete Consistency
02 Aggregate Grading
03 Mortar / Paste Content
04 Fiber Type & Dosage
05 Pumping Requirements
06 Placement Method
07 Screeding Method
08 Final Surface Finish
PLACE
PLACING & FINISHING

The SFRC mix must work
through the complete pour.

Successful SFRC production does not end at the mixer. Concrete transport, pumping, placement, consolidation, screeding and finishing should remain compatible with the selected fiber system and final application.

01 Concrete Delivery
02 Pumping Coordination
03 Controlled Placement
04 Consolidation
05 Screeding & Level Control
06 Surface Finishing
07 Joint Coordination
08 Curing & Protection
SFRC USES

Steel fibers across
concrete applications.

Steel Fiber Reinforced Concrete can be incorporated into different structural and flooring applications where the system is appropriately designed for the required performance.

01

Industrial Concrete Floors

02

Warehouse & Logistics Floors

03

Slabs-on-Ground

04

Pavements & Traffic Areas

05

Precast Concrete Elements

06

Shotcrete & Tunnel Applications

07

Selected Structural Concrete

08

Heavy-Duty Concrete Slabs

REINFORCE
REINFORCEMENT ROLE

Steel fiber is one component
of the concrete design.

Steel fibers can contribute to post-cracking behavior, toughness and load redistribution within appropriately designed concrete. Whether fibers supplement or replace conventional reinforcement must be determined by the structural design and applicable project requirements.

01 Post-Crack Performance
02 Concrete Toughness
03 Crack Distribution
04 Load Redistribution
05 Slab Engineering
06 Joint Strategy
07 Conventional Reinforcement Integration
08 Performance-Based Design
FIBER
STEEL FIBER PRODUCTS

Preparation changes
with the fiber format.

Steel fibers may be supplied in different product forms and geometries. Loose and glued fibers require appropriate handling and addition methods, but both ultimately depend on achieving a homogeneous fiber distribution within the concrete.

01 Loose Steel Fiber
02 Glued Fiber Bundles
03 Hooked-End Geometry
04 Different Fiber Lengths
05 Different Fiber Diameters
06 Project-Specific Dosage
SFRC
SERVICE DISTINCTION

Preparation & Uses
has one specific role.

This page focuses on how steel fibers move from a selected product into a usable SFRC concrete mix and where that concrete can be applied. Other RAM ARBIA steel-fiber pages address different parts of the system.

ABOUT STEEL FIBER Material and SFRC system overview
STEEL FIBER ADVANTAGES Performance and construction benefits
GLUED STEEL FIBER Bundled fiber product configuration
LOOSE STEEL FIBER Individual fiber product configuration
PREPARATION & USES Dosing, mixing, dispersion and applications
JOINTED / JOINTLESS Slab-panel and joint strategy
VERIFY
SFRC QUALITY CONTROL

Verify the mix
before the full pour.

Trial production and field verification can help confirm that the selected steel fiber, concrete composition, dosage and mixing procedure work together before repetitive full-scale execution.

01 Trial Mix Review
02 Fresh Concrete Workability
03 Fiber Distribution
04 Bundle Separation Where Applicable
05 Pumping / Placement Compatibility
06 Finished Surface Review
SFRC WORKFLOW

From fiber specification
to reinforced concrete.

Steel fiber preparation should connect engineering requirements with concrete production and site execution.

01

Define

Establish concrete and structural performance requirements.

02

Select

Select the appropriate fiber product and geometry.

03

Dose

Establish and control the project-specific fiber quantity.

04

Mix

Introduce and distribute the fibers throughout the concrete.

05

Place

Deliver, place, screed and finish the SFRC.

06

Verify

Review mix quality, execution and completed concrete.

PREPARATION PRIORITIES

Good SFRC starts
inside the mixer.

The quality of SFRC depends on more than the steel fiber itself. Concrete design, dosage, mixing, dispersion and placement must function as one system.

01 Project-specific fiber selection +
02 Engineered fiber dosage +
03 Suitable concrete mix and workability +
04 Controlled fiber addition +
05 Uniform fiber distribution +
06 Prevention of fiber clustering +
07 Compatible placement and finishing +
08 Trial and production verification +
RAM ARBIA / SFRC PREPARATION & APPLICATIONS

Controlled fibers. Uniform concrete. Engineered applications.

RAM ARBIA

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