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FRP TECHNICAL PROPERTIES

Fiberglass-reinforced plastic properties: buyer reference

FRP is a family of engineered laminates, not one material grade. Properties change with fiber type, volume fraction, orientation, resin, additives, cure, process, thickness, conditioning and test direction. Use published ranges to screen a product, then design from controlled, product-specific evidence.

Technical sourcing referenceUpdated 2026-08-01
Primary variable
Fiber direction
Common mistake
Using coupon averages
Design input
Characteristic / reduced value
Evidence
Method + specimen + conditioning
QUICK COMPARISON

Decision matrix

PropertyLongitudinal exampleCrosswise exampleCommon test reference
Tensile strengthabout 207 MPa minimumabout 48 MPa minimumASTM D638 / D3039 as applicable
Tensile modulusabout 17.2-17.9 GPaabout 5.5 GPaASTM D638 / D3039 as applicable
Compressive strengthabout 207 MPa minimumabout 103-110 MPa minimumASTM D6641
Flexural strengthabout 207 MPa minimumabout 69 MPa minimumASTM D790
Short-beam shearabout 31 MPa minimumProduct-specificASTM D2344
Full-section modulusabout 17-19 GPa for example shapesNot interchangeable with coupon dataFull-section / ASTM D8069 where applicable

Illustrative values from a published commercial pultruded GFRP profile guide. They are not universal FRP design values.

Why one FRP property table cannot cover every product

Pultruded profiles concentrate continuous fibers in the production direction, so longitudinal properties are much higher than transverse properties. Molded grating, filament-wound pipe, chopped-fiber SMC and quasi-isotropic laminates distribute reinforcement differently and need different design data.

Thickness and full-section behavior also matter. A thin coupon may not represent a thick profile, a joint, a hollow section or a surface-rich laminate. Ask the supplier to identify whether data comes from production coupons, witness panels, full sections or qualification specimens.

Read each number with its test conditions

Record the standard edition, specimen geometry, fiber direction, conditioning, test temperature, sample count and statistic. Strength reported as an average is not equivalent to a minimum or a characteristic value. ASTM D7290 describes a statistical route for characteristic values used in civil engineering composite applications.

Temperature, moisture, chemicals, UV exposure, sustained load and fatigue can require reduction factors. The supplier should state which reductions are already included and which remain the engineer's responsibility.

Minimum property package for an RFQ

Request only properties tied to the real failure modes. A grating RFQ needs panel load/deflection, bar properties, cross-bar integrity, slip and fire evidence. A structural profile RFQ needs directional coupon values, full-section stiffness, connections and environmental reductions. Pipe needs pressure/stiffness basis, liner and joint data.

  • Mechanical: tensile, compression, flexure, shear, bearing and connection values
  • Physical: density, water absorption, fiber content and dimensional stability
  • Thermal/fire: service temperature, expansion, flame/smoke method and rating
  • Electrical/environmental: dielectric or tracking data and chemical compatibility where relevant
BUYER FAQ

What are the typical mechanical properties of FRP?

They vary too widely for one universal table. Pultruded GFRP profiles often have longitudinal modulus in the high-teens to mid-twenties GPa, while rods, carbon laminates, chopped compounds and transverse directions can be very different. Use the exact product datasheet and test basis.

Why are longitudinal and transverse FRP properties different?

Fibers carry most of the load along their direction. Across the fibers, resin, mats and fiber/resin interfaces contribute more strongly, so stiffness and strength are usually lower. The manufacturing process sets the fiber architecture.

Can I use an ultimate strength directly in design?

No. Structural design normally needs a statistically defined property and reductions for environment, duration, temperature, manufacturing variation and the governing code. Confirm the value basis with the designer and supplier.

Primary technical references

References support screening and terminology. Use the applicable paid standard, governing design code and product-specific evidence for final engineering decisions.

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