What Are Macro Synthetic Fibers? A Complete Engineering Guide
- Jason
- 7 days ago
- 3 min read
Updated: 6 days ago
Suitable for architectural engineers, structural engineers, flooring contractors, precast component manufacturers, and technicians.
Macro synthetic fibers have become a major component of modern fiber-reinforced concrete (FRC). Once considered an alternative to steel fibers or welded wire mesh (WWM), they are now widely used as primary reinforcement in slabs, pavements, tunnel shotcrete, precast elements, and industrial floors.
This guide explains the engineering fundamentals of macro synthetic fibers, how they work inside concrete, and where they deliver the most value.

Definition and Classification of Macro Synthetic Fibers
macro synthetic fibers
Macro synthetic fibers are high-strength polymer fibers—typically polypropylene (PP)—designed to provide structural post-crack reinforcement in concrete. They are larger, stronger, and stiffer than microfibers and are tested according to standards such as:
ASTM C1116 – Specification for Fiber-Reinforced Concrete
ASTM D7508 – Specification for Macro Synthetic Fibers
EN 14889-2 – Polymer fibers for concrete
Macro fibers are included in FRC design codes such as ACI 544, ACI 360 and EFNARC shotcrete guidelines.
Macro vs Micro Synthetic Fibers
Micro Synthetic Fibers | Macro Synthetic Fibers | |
Primary Role | Plastic shrinkage control | Structural post-crack reinforcement |
Typical Length | 3–12 mm | 40–60 mm |
Diameter | 10–50 μm | >300 μm |
Effect on Slab Capacity | Minimal | Significant |
Can Replace Steel Reinforcement? | No | Yes, in many applications |
Microfibers control early-age cracking, whereas macro fibers provide load-carrying capacity after cracking.
What Qualifies as “Macro”?
A fiber is considered macro synthetic if:
Length: generally > 40 mm
Diameter: > 0.30 mm
Aspect Ratio (L/D): typically 40–120
Residual Strength Contribution: measurable in ASTM C1609 / EN 14651 tests
HTM® Twist and HTM® Emb fibers meet these criteria and are classified as structural-grade macro fibers.
How Macro Synthetic Fibers Work in Concrete
macro synthetic fibers
When concrete cracks, macro fibers restrict crack widening and transfer load across the crack’s faces. This mechanism replaces or supplements conventional steel reinforcement.
Post-Crack Load Transfer
After cracking, macro fibers engage by resisting pull-out, providing:
residual flexural strength (fR values)
ductility and toughness
impact and fatigue resistance
improved joint spacing performance
The fiber-matrix bond and profile geometry directly influence residual load-carrying capacity.
Bridging Mechanism
The bridging action occurs when fibers:
Span across cracks
Develop frictional or mechanical anchorage
Restrict crack width
Maintain load transfer under repeated or dynamic loading
Different fiber designs provide different bridging characteristics:
Twisted fibers (e.g., HTM® Twist): torsional interlock, high toughness
Embossed fibers (e.g., HTM® Emb): strong early anchorage, precise crack control
PP-PE fibers (e.g., HTM® Mono): replace steel fibers, welded wire mesh and conventional reinforcing bars in a wide variety of applications
These mechanisms explain why macro synthetic fibers are effective in flooring, pavements, precast, and shotcrete.

Benefits Compared With Traditional Reinforcement
Corrosion Resistance
Unlike steel mesh or steel fibers, PP macro fibers will not rust, making them ideal for:
coastal or marine environments
de-icing salt exposure
water containment structures
underground and tunnel shotcrete
Their corrosion-free nature significantly improves long-term durability.
Improved Toughness and Ductility
Macro synthetic fibers increase:
residual strength (ASTM C1609)
impact resistance
abrasion resistance
fatigue life under heavy wheel loads
In industrial slabs, macro fibers can reduce or eliminate rebar mesh by providing equivalent post-crack performance.
HTM® Twist, for example, is engineered for high energy absorption in tunnel shotcrete and heavy-duty flooring.
Applications of Macro Synthetic Fibers
Macro fibers are suitable for structural and non-structural FRC applications where post-crack performance is required.
Industrial Floors
Applications include:
warehouses
distribution centers
cold storage floors
logistics facilities
Benefits:
reduced curling
extended joint spacing
better crack-width control
improved performance under forklift traffic

Tunnel Shotcrete
Used in:
NATM tunnels
mining
slope stabilization
underground caverns
Advantages:
high toughness and energy absorption
improved safety via ductile failure mode
easier handling than steel fibers
Twisted fibers like HTM® Twist are preferred in shotcrete due to their superior pull-out mechanics.
Precast Elements
Macro fibers reinforce:
tanks
pipes
panels
vaults
barriers
Benefits:
better crack resistance during demolding
improved transport durability
no corrosion risk
simplified production since no steel cage is required in certain elements
Conclusion
Macro synthetic fibers provide structural post-crack performance, improve toughness, and replace steel reinforcement in many applications. With advanced anchorage designs—such as those used in HTM® Twist and HTM® Emb—modern FRC delivers longer service life, greater durability, and improved constructability.





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