Post-crack load transfer
Geometry, anchorage, tensile strength, dosage and concrete strength influence residual performance.

Business Area 1
UCGP coordinates multiple reinforcing-fiber technologies, technical product selection and project-specific supply for concrete and cementitious applications.
Three material families
Steel, synthetic and mineral fibers differ in material, geometry, anchorage, mixing behavior and the concrete performance they are used to support.
STEEL FIBER FAMILYFlagship fiber familyHooked-end, micro, coated and specialty steel configurations for post-crack performance and specification-led reinforcement.
Explore familyMicro and macro polypropylene, blended synthetic, PVA and nylon options for fresh- and hardened-concrete objectives.
Explore familyAR glass, basalt and carbon options screened for specialized cementitious systems and project requirements.
Explore familySelection starts with performance
Geometry, anchorage, tensile strength, dosage and concrete strength influence residual performance.
Microsynthetic fibers primarily address early-age cracking; macro synthetics are selected for post-crack toughness.
AR glass, basalt and carbon require material compatibility, process and durability review for the intended cementitious matrix.

Commercial supply model
UCGP does not present every fiber as a stocked commodity. Product form, manufacturer, documentation, quantity and delivery basis are aligned to the inquiry.
Information that improves selection
Element type, production method and exposure.
Crack-control, residual or material objective.
Applicable fiber, concrete and test requirements.
Quantity, packaging, destination and timing.
Selection at a glance
Share the application, concrete system, specification, quantity and delivery location for commercial and technical review.
After submitting your inquiry, you may reply to our acknowledgement email with specifications, drawings or supporting documents.