Testing standard

ASTM D5528/D5528M Mode I Interlaminar Fracture Toughness Testing of Composites

Standard Test Method for Mode I Interlaminar Fracture Toughness of Unidirectional Fiber-Reinforced Polymer Matrix Composites

Written and technically reviewed by Dak System Inc. engineeringLast reviewed

ASTM D5528 measures Mode I interlaminar fracture toughness of composites — the energy needed to create unit area of new delamination under pure opening. A unidirectional coupon with a starter film on its midplane is opened at the arms while the crack runs, and the result is reported at onset and as a resistance curve through propagation.

At a glance

Test type
Fracture toughness
Published by
ASTM
Edition
D5528/D5528M-21

From the test method to your testing system

Explore DAK equipment for ASTM D5528/D5528M, then review the specimen and setup requirements below.

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01Understand the method

What the test does

A strip of unidirectional laminate is laid up with a thin non-stick insert film on the midplane at one end, giving the coupon a starter delamination. Hinges or small blocks bonded to the two arms at that end are pinned into the machine, and the crosshead opens the arms at a constant rate while the delamination runs along the midplane. Load and opening displacement are recorded continuously, and an operator tracks the crack tip along a scribed edge until the delamination has grown roughly 50 mm past the insert.

What it measures, and why it matters

The output is Mode I interlaminar fracture toughness — the energy needed to create unit area of new delamination under pure opening — reported at onset and as a resistance curve through propagation. It quantifies the damage mode composites are worst at: separation between plies, with no fibre crossing it, governed by the matrix and by fibre-matrix adhesion alone. Manufacturers use it to rank toughened resin systems, to catch porosity or poor consolidation that no tensile coupon would reveal, and to feed the cohesive-zone models used in damage-tolerance analysis.

02Prepare the specimen and test settings

The DCB coupon

Lay-up
Unidirectional laminate
Starter
Thin non-stick insert film on the midplane at one endIt creates the initial delamination the test grows. Its thickness matters — too thick and the onset value is inflated.
Load introduction
Hinges or small blocks bonded to the two armsPinned into the machine so the arms are opened rather than pulled.
Edge
Scribed with a scaleSo an operator can track the crack tip visually as it advances.
Growth required
About 50 mm past the insert
Watch for arm bending
ThroughoutDakIf the arms deform permanently the energy balance the calculation rests on no longer holds — some of the work went into the arms rather than into new crack surface.

Test speed

Opening rate
Constant, slowSlow enough that the crack advances stably and the operator can mark its position.
Recorded
Load, opening displacement and crack lengthAll three, continuously — this is one of the few methods here where an operator's observation is part of the data.

03Build the test setup on a DAK machine

What the machine must be capable of

The frame runs in displacement control and must conform to Practices E4, covering a rate range of 0.5 to 5.0 mm/min; loading is done between 1 and 5 mm/min and unloading may run up to 25 mm/min. Load indication must be accurate within ±1 % of the indicated value, and opening displacement to the same tolerance.

No capacity is specified, and it is the wrong thing to worry about. Opening loads on 20 to 25 mm wide coupons run from tens of newtons to a few hundred, so resolution at the bottom of the range decides the result and a large cell left fitted from other work buries the test in noise. No extensometer is needed: the displacement wanted is the opening at the load line, which crosshead position gives directly provided the load train adds no compliance of its own.

The fixture is what makes the geometry a double cantilever beam. Hinges or blocks must be at least as wide as the specimen and held on clevis pins so both arms rotate freely; anything restraining that rotation feeds a bending moment into the arm, and the compliance the test measures no longer matches the beam behaviour the data reduction assumes. Crack length is read with a travelling microscope at no more than about 70×, placing the front to ±0.5 mm — toughness is sensitive to crack length, so a sloppy reading goes straight into the answer.

Running ASTM D5528/D5528M on the Series 7200 and Series 9000

Dak verifies against whichever standard the method names, and where a class applies our frames sit a class tighter than it asks.

The method asks forDak supplies
CapacityNo capacity is prescribed beyond conformity with Practices E4 and load indication within ±1 % of the reading. Opening loads on 20-25 mm wide carbon- or glass-fibre DCB coupons are typically tens of newtons to a few hundred, so the load cell and its resolution decide the test far more than the frame rating; a small frame with a low-capacity cell is the usual arrangement.Load cells from 1 kg to 60 ton on the Series 7200, and 0.5 to 100 kN on the Series 9000
Force accuracyASTM E4Verified to ASTM E4, and to ISO 7500-1 Class 0.5
GrippingDouble cantilever beam with bonded piano hinges or loading blocks, plus a travelling microscope on one edgeOur a fixture built for this method, built to the specimen
Environment23 ± 3 °C and 50 ± 10 % RH, conditioned to Procedure C of Test Method D5229/D5229M3009 series chambers, −150 °C to +400 °C — temperature only

04Run the test

How the test runs

  1. Lay up a unidirectional panel with a non-stick insert film on the midplane at one end.
  2. Cut coupons and machine the edges clean.
  3. Bond hinges or loading blocks to both arms at the insert end.
  4. Scribe a scale along one edge for crack tracking.
  5. Measure width and thickness.
  6. Pin the load blocks into the machine so the arms open rather than pull.
  7. Open at a constant slow rate, recording load and opening displacement.
  8. Track the crack tip along the scribed edge and mark its position against the data.
  9. Continue until the delamination has grown about 50 mm past the insert.
  10. Reduce the data with the corrected beam-theory or compliance-calibration method.
  11. Report the onset value and the resistance curve, not one without the other.

05Calculate, report and interpret

Calculations

Mode I fracture toughnessGIc

GIc = 3 P δ / (2 b a)

P
load at the crack tip position, N
δ
opening displacement, mm
b
coupon width, mm
a
delamination length, mm

The beam-theory form. The standard also gives corrected compliance-calibration and modified-beam-theory reductions, which account for arm rotation at the crack tip; the corrected values are the ones normally reported.

Resistance curveR-curve

GIc plotted against delamination length a

The single onset value is not the whole answer. Toughened systems rise through propagation as fibre bridging develops, and the shape of that rise is itself the comparison between resin systems.

What the report has to contain

  • Reference to ASTM D5528/D5528M
  • Material, resin system, lay-up and cure schedule
  • Insert film material and thickness
  • Coupon dimensions and load-introduction method
  • Opening rate
  • Data reduction method used — beam theory, modified beam theory or compliance calibration
  • GIc at onset, and the definition of onset used
  • The resistance curve through propagation
  • Observations of fibre bridging
  • Number of coupons and any rejected

What goes wrong in practice

Hinge debond is the classic wasted specimen: the adhesive lets go before the delamination has run far enough to build a usable resistance curve, usually because the arm was not properly abraded, and rebonding disturbs the crack.

Crack growth wandering off the midplane is the failure that looks like data. The delamination migrates into an adjacent ply and runs at a new level, so the measured energy includes intralaminar damage and is not a Mode I interlaminar value at all. Edges have to be watched, not just the load trace.

Fibre bridging is the awkward one, because it is real and still misleading: fibres pulled across the opening crack in a unidirectional lay-up raise the apparent toughness as the crack extends, so the rising part of the resistance curve is partly an artefact of the coupon. An unstable jump straight out of the insert is the opposite trap, losing the onset value the design office usually wanted.

06Compare methods and find answers

Where Mode I sits

ASTM D5528 Mode IMode II shearASTM D2344 short beam
LoadingOpeningSlidingA complex state under a nose
OutputEnergy per unit areaEnergy per unit areaA strength proxy
Transfers to other geometryYes — it is an energy quantityYesNo
FeedsCohesive-zone modelsCohesive-zone modelsProcess monitoring

This is the one interlaminar test in this set that yields a quantity a model can use. Short-beam strength detects change quickly and cheaply; fracture toughness is what goes into damage-tolerance analysis.

Questions we are asked about this test

What is ASTM D5528?

It is the ASTM method for Mode I interlaminar fracture toughness of unidirectional fibre-reinforced composites, using a double cantilever beam coupon. A starter delamination is opened at the arms and the crack is grown along the midplane, giving the energy needed to create unit area of new delamination.

Why does delamination need its own test?

Because it is the damage mode composites are worst at. A crack running between plies has no fibres crossing it, so it is resisted by the matrix and the fibre-matrix adhesion alone. Every fibre-direction property can be excellent while the laminate separates readily under out-of-plane load — and no tensile coupon reveals that.

What is a resistance curve and why report it?

It is GIc plotted against delamination length rather than a single number. Toughened systems rise through propagation as fibre bridging develops behind the crack tip, so an onset value alone understates them and a propagation value alone overstates the onset. The shape of the rise is itself the comparison between resin systems.

Why does the insert film thickness matter?

Because it creates the starting crack. A thick insert leaves a blunt starter, and blunting raises the apparent energy needed to get the crack moving — so the onset value comes out high for a reason that has nothing to do with the material. The standard limits the thickness for exactly this reason.

What is fracture toughness used for?

Ranking toughened resin systems, catching porosity or poor consolidation that no tensile coupon would reveal, and feeding the cohesive-zone models used in damage-tolerance analysis. Because it is an energy per unit area rather than a strength, it transfers between geometries in a way that a short-beam or lap-shear figure does not.

Why is an operator watching the crack?

Because crack length enters the calculation directly, and it has to be known at the instant each load and displacement pair is recorded. This is one of the few methods in this library where a human observation is part of the data rather than a check on it — which is also why the opening rate is kept slow enough to follow.

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