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Carbon and basalt hybrid anchors beat pure basalt bars in lab tests

Peer reviewed · 11 Nov 2026Charted · 2 figures

Source: Mechanics of Composite Materials, "Mechanical properties and anchoring performance of carbon/basalt fiber hybrid composite anchors", published 11 November 2026.

Read the paper (opens in a new tab)allbase.co.uk/datapoints/mechanical-properties-and-anchoring-performance-of-carbon-basalt-fiber-hybrid-2026-11

What the source says

Specimen-scale carbon/basalt hybrid anchors with 8, 10 and 11 vol% carbon fibre were tested in tension and shear. At 10 vol% carbon fibre, tensile and shear strengths were 862 MPa and 190 MPa, above pure BFRP, and pull-out in M40 mortar exceeded HRB400 rebar.

Allbase view

Specimen-scale lab tests on hybrid carbon/basalt anchors, with no field or long-term durability data yet. Promising as a rebar alternative in ground anchoring, but there is nothing to act on yet for anyone specifying reinforcement.

Our reading of the paper, not a statement from the source. Checked against the paper on 12 Nov 2026.

Figures from this paper

  • Carbon/basalt hybrid anchor at 10 vol% carbon fibre, tensile strength 862 MPaMPa
    862Up
  • Carbon/basalt hybrid anchor at 10 vol% carbon fibre, shear strength 190 MPaMPa
    190Up

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