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Technical Data

FRP technical data — material properties & specifications

Published mechanical and physical properties for the standard pultruded E-glass profile laminate, with grade minimums, test methods, and guidance for using the data in member design.

E23 mechanical and physical properties

The laminate values printed on every product datasheet (E-glass / isophthalic polyester, EN 13706 Grade E23), shown against the EN 13706-3 Table 1 grade minimums. One data source feeds this page and the per-size datasheets, so the numbers always match. For dimensions, thermal, electrical, fire and chemical requirements, use the pultruded profile performance guide; for what the fibers and resin contribute, the FRP material guide.

Read this data as material characterization, not as a member capacity table. Pultruded profiles are anisotropic: longitudinal values are dominated by continuous rovings, while transverse and connection behavior depend more on mats, resin, geometry, holes and load direction. Final design combines these properties with section data, exposure and duration factors, connection checks and the governing project code.

EN 13706 sets the grade requirements; the referenced EN ISO methods define how each coupon property is measured. The published column is the standard laminate data used across F1 datasheets; the minimum column shows the E23 threshold beside it rather than mixing the two.

PropertyPublished valueEN 13706 E23 minimumTest method
Tensile modulus (longitudinal)23 GPa23 GPaEN ISO 527-4
Tensile modulus (transverse)7 GPa7 GPaEN ISO 527-4
Tensile strength (longitudinal)240 MPa240 MPaEN ISO 527-4
Tensile strength (transverse)50 MPa50 MPaEN ISO 527-4
Flexural strength (longitudinal)240 MPa240 MPaEN ISO 14125
Flexural strength (transverse)100 MPa100 MPaEN ISO 14125
Interlaminar shear strength (ILSS)30 MPa25 MPaEN ISO 14130
Pin-bearing strength (longitudinal)150 MPa150 MPaEN 13706-2 Annex E
Pin-bearing strength (transverse)70 MPa70 MPaEN 13706-2 Annex E
Compressive strength (longitudinal)240 MPaNot specifiedEN ISO 604
Barcol hardness45Not specifiedASTM D2583
Water absorption (24 h)0.6 %Not specifiedEN ISO 62
Density1.9 g/cm³Not specifiedEN ISO 1183
Glass content65–70% by weightNot specifiedEN ISO 1172

ILSS is published at 30 MPa, above the EN 13706 minimum of 25 MPa (FRP Profile Design Manual DOC-PF-2026-EN Rev. B). Compressive strength, Barcol hardness and water absorption are not specified by EN 13706 — the figures shown are typical industry values for this resin system, pending F1 certified test data; request certified values before final design. Values apply to the standard general-purpose laminate; fire-retardant, vinyl ester, epoxy, polyurethane and phenolic systems each have their own formulation sheet on the per-size datasheets.

How to use FRP technical data in design

  1. Step 1

    Select the laminate

    Match the resin system and grade to corrosion, fire, temperature, moisture, and electrical requirements before using a mechanical property in a calculation.

  2. Step 2

    Combine material and geometry

    Use the relevant modulus or strength with the actual section properties, span, restraint, load direction, and connection layout from the selected profile datasheet.

  3. Step 3

    Apply design factors

    Convert characteristic or published values into project design values using the safety, environment, duration, temperature, and code factors required by the governing standard.

Calculate material mass with the FRP density calculator. For preliminary beam screening, pair this data with the FRP span tables and the profile calculator. Concentrated loads, buckling, holes, joints, fatigue, fire and sustained loads still need project-specific engineering review.

Looking for a specific size? Per-size datasheets (section drawing, published weight per meter, these properties and a free DXF) are in the datasheet shortlist, eight most-requested sizes per family, or the complete datasheet library.

E40 evidence: full-section results above 40 GPa SGS reports · Sep 7, 2026

Two SGS-CSTC Standards Technical Services (Shanghai) Co., Ltd. reports record full-section test averages of 40.8 and 41.5 GPa to EN 13706-2 Annex D. Both name Chongqing Xianju New Material Co. Ltd as the customer and identify the sample as a fiber-reinforced composite profile. Each report contains three individual results, all above 40 GPa. These are measured sample results, not characteristic values, guaranteed production minimums or design allowables.
  • 40.8 GPa reported average

    SHIN2608002943CM01_EN

    Individual results (3 specimens)
    41.2 / 41.1 / 40.1 GPa
    Product specification on page 1
    60605
    Specimen dimensions on page 3
    2160 × 90 × 90 mm
    Test span / rate
    1800 mm / 9 mm/min
    Test method / conclusion
    EN 13706-2 Annex D / N/A (no pass/fail judgment)
    Open the SGS report, 40.8 GPa (PDF, 3 pages)
  • 41.5 GPa reported average

    SHIN2608002943CM02_EN

    Individual results (3 specimens)
    41.1 / 42.1 / 41.3 GPa
    Product specification on page 1
    90905
    Specimen dimensions on page 3
    1440 × 60 × 60 mm
    Test span / rate
    1200 mm / 6 mm/min
    Test method / conclusion
    EN 13706-2 Annex D / N/A (no pass/fail judgment)
    Open the SGS report, 41.5 GPa (PDF, 3 pages)

What E40 means here. E40 denotes a commercial 40 GPa-class performance tier. EN 13706 defines E17 and E23 grades; the use of its test method does not create an EN 13706 E40 grade or establish compliance with every grade requirement. See the EN 13706 grade comparison.

Size identification needs clarification. The supplied files are named for 60 × 60 × 5 and 90 × 90 × 5 mm tubes. CM01 lists specification 60605 on page 1 but a 90 × 90 mm specimen on page 3; CM02 lists 90905 but a 60 × 60 mm specimen. We preserve both originals and identify results by report number. A corrected report or laboratory clarification is needed before assigning either result to a specific catalog size.

Report scope. The reports state that results refer only to the tested samples and include an internal-reference note for research, teaching, quality control and product development. Their conclusion is N/A. They are not product certification, approval for structural use, or proof of facade-plate, bridge-system, fire or durability performance. Match the supplied section, laminate and batch to applicable evidence before design or procurement.

Original durability data in preparation

We are commissioning third-party testing to publish original durability data for our pultruded profiles: signed laboratory reports rather than manufacturer-reported values, citable by specifiers. Ask about a program if it bears on a current project.
  • ASTM D543 and ISO 175 methodology

    Chemical resistance: 2000 h in H₂SO₄, NaOH and Cl₂

    Vinyl ester and isophthalic polyester profiles, 2000-hour exposure at concentrations relevant to chemical plants, pulp and paper, and water treatment. Tensile retention curves per resin system.

    Ask about this program
  • ASTM G154 Cycle 1

    UV durability: 5000 h

    5000 hours of accelerated UV and moisture exposure. Surface blush, color shift (ΔE) and flexural retention by resin system: polyester, vinyl ester and UV-stabilized.

    Ask about this program
  • ASTM D570, extended

    Hydrolysis: 28 days in boiling water

    Tensile and flexural retention and dimensional swelling after 28 days of boiling-water immersion, for water treatment, marina and coastal specifiers.

    Ask about this program
  • EN 45545-2, ASTM E84

    Fire: EN 45545-2 and ASTM E84

    Planned for phenolic and fire-retardant polyester variants: rail (EN 45545-2, hazard levels HL1–HL3) and North American building use (ASTM E84 Class A/B), with smoke density and toxicity.

    Ask about this program
  • ASTM D7791

    Fatigue: 10⁷ bending cycles

    Cyclic flexural loading to 10 million cycles on I-beam and channel sections, with S–N curves at 30, 50 and 70% of ultimate load, for bridge deck, walkway and machinery-base specifiers.

    Ask about this program
  • ASTM D2990

    Creep: 1000 h sustained load

    Sustained-load creep at 30, 50 and 70% of design stress, at room temperature and 60 °C, to derive a creep factor for long-span structural design.

    Ask about this program
For specifiers: if a project decision needs a specific test protocol (a different chemical, a higher temperature, a longer duration), request it here. We prioritize testing that answers real specification questions.

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