Testing standard
ISO 898-1
Mechanical properties of fasteners made of carbon steel and alloy steel — Part 1: Bolts, screws and studs with specified property classes — Coarse thread and fine pitch thread
Written and technically reviewed by Dak System Inc. engineeringLast reviewed
ISO 898-1 defines the property classes steel bolts are sold as and the tests that prove a bolt belongs to the class stamped on its head. The tensile test runs to ISO 6892-1 at no more than 25 mm/min, dropping to 10 mm/min where yield is being determined. The proof load test holds the specified load for 15 seconds and passes the bolt only if it has not permanently stretched beyond 12.5 micrometres.
At a glance
- Test type
- Tensile — the specimen is pulled apart
- Published by
- ISO
- Edition
- ISO 898-1:2013
- Material
- Metals, alloys & welds
- Runs on
- Series 7200 and Series 9000
What the test does
ISO 898-1 is a specification with its test methods built in. It does not describe one test: it defines the property classes a bolt can be sold as, then sets out the tests that prove a bolt belongs to the class stamped on its head.
A full-size fastener is pulled to failure in the tensile test, which runs to ISO 6892-1. The crosshead speed shall not exceed 25 mm/min, and a lower limit of 10 mm/min applies where yield strength or offset yield is being determined — slower, because a yield reading taken too fast reads high.
Alongside it the standard carries a proof load test, head soundness, hardness by Vickers, Brinell or Rockwell, a torsion test and a notched impact bending test. Testing is at ambient temperature, 10 °C to 35 °C.
The proof load test is the one most often run in production, and it is not a strength test at all. The fastener is loaded to its specified proof load, held for 15 seconds, and released. It passes if it has not permanently stretched — the permitted measurement uncertainty being ±12.5 µm. A bolt that grows by more than that has yielded, whatever load it might eventually have reached.
What it measures, and why it matters
The property class is the whole point. It is written as two numbers separated by a dot, and both halves carry information: the number left of the dot is the nominal tensile strength in megapascals divided by 100, and the number to the right is ten times the ratio of nominal yield strength to nominal tensile strength. So a class 8.8 bolt has a nominal tensile strength of 800 MPa and a nominal yield at 80 % of it. Class 10.9 means 1000 MPa with yield at 90 %.
That second digit is what an engineer is really buying. Two bolts can reach the same breaking load and behave quite differently in a joint, because one yielding at 90 % of its ultimate has almost no plastic reserve between working load and failure.
Wedge loading is where head quality shows. The bolt is pulled through an angled washer, so the head is loaded off-axis as a slightly non-parallel joint face would load it; angled mounts come in 4°, 6° and 10°. A sound head-to-shank radius survives it. One with a forging defect snaps at the underhead fillet well below its axial capacity — the failure a straight pull misses.
Specimen
The fastener itself, full size and as manufactured — the standard tests the product, not a coupon machined from the same bar.
- Form
- Full-size bolt, screw or stud, as manufacturedThread form, head geometry, underhead radius and whatever heat treatment and coating did to them are all inside the specimen, because they are all inside the failure.
- Machined test pieces
- Permitted in circumstances the standard sets outThey answer a narrower question: they characterise the steel rather than the bolt.
- Temperature
- 10 °C to 35 °CAmbient testing. The range is stated in the standard's own scope.
Test speed
Two limits on the tensile test, and a hold on the proof load test.
- Tensile
- Shall not exceed 25 mm/minThe tensile test runs to ISO 6892-1. Speed inflates yield readings first and ultimate readings second, which is why there is a ceiling at all.
- Yield determination
- 10 mm/min maximumLower than the general limit, because a yield or offset-yield reading taken too fast reads high.
- Proof load hold
- 15 sThe load is applied, held, and released. The bolt passes if it has not permanently stretched.
- Permanent set allowed
- ±12.5 µm measurement uncertaintyGrowth beyond that is yield, whatever load the bolt might eventually have reached. It is measured on the bolt with a length gauge, not from crosshead travel.
How the test runs
- 01Condition to ambient, between 10 °C and 35 °C.
- 02For proof load: measure the bolt's length with a gauge resolving better than 12.5 µm.
- 03Apply the specified proof load, hold 15 s, release, and re-measure. No permanent set means a pass.
- 04For tensile: pull to failure at no more than 25 mm/min, or 10 mm/min if yield is being determined.
- 05For wedge tensile: fit the angled washer — 4°, 6° or 10° — so the head is loaded off-axis, and pull to failure.
- 06Record where the bolt failed, not only the load it reached.
What travels with an ISO 898-1 result
A class is a claim about two properties, so a single load figure never proves one.
- The property class claimed, and both tests that support it.
- Tensile strength and yield or offset yield, with the speed each was run at.
- Proof load result as pass or fail, with the measured permanent set.
- For wedge tests, the washer angle used.
- Where the failure occurred — thread, shank or underhead fillet.
What the machine must be capable of
Force to break the largest fastener in scope, which for high-class bolts in structural sizes runs well into the hundreds of kilonewtons, and a crosshead that can be held below 25 mm/min and below 10 mm/min for yield work.
Fixturing matters as much as the frame. Axial testing needs threaded adapters that grip without crushing the thread; wedge testing needs the angled washer set. Proof load work needs a machine that holds a set load steady for 15 seconds, and a length gauge on the bolt itself resolving 12.5 µm — not a crosshead reading.
What goes wrong in practice
Running the tensile test too fast is the commonest — 25 mm/min feels slow on a long production run. Speed inflates yield readings first and ultimate second.
Measuring proof-load elongation on the machine rather than on the bolt is the second. The permitted uncertainty is 12.5 µm; a load frame deflects by orders of magnitude more than that.
Gripping the thread crest without support is the third: it damages the thread, moves the failure into the grip, and gives a low result that looks like a weak bolt.
Finally, reading a class from a breaking load alone. The class is a pair of numbers, and the second — the yield ratio — cannot be read from an ultimate load.
Axial or wedge tensile
Both pull the bolt to failure. Only one of them finds a bad head.
| Axial | Wedge | |
|---|---|---|
| How the head is loaded | Square to the axis | Off-axis, through a 4°, 6° or 10° washer |
| What it proves | The strength of the threaded section | That the head-to-shank radius is sound |
| Typical failure | Thread or shank | Underhead fillet, if there is a forging defect |
| What it misses | A defective head, entirely | Little — it is the more searching test |
A bolt with a forging defect at the underhead fillet can pass an axial pull at full load and snap under a wedge test well below it.
Questions we are asked about this test
What is ISO 898-1?
It is the ISO specification for the mechanical properties of bolts, screws and studs made of carbon steel and alloy steel, current as ISO 898-1:2013. It defines the property classes and carries the test methods that prove them: tensile, proof load, head soundness, hardness, torsion and notched impact bending.
What does a property class like 8.8 actually mean?
The number left of the dot is the nominal tensile strength in megapascals divided by 100, so 8 means 800 MPa. The number right of the dot is ten times the ratio of nominal yield strength to nominal tensile strength, so the second 8 means yield at 80 % of ultimate. Class 10.9 is therefore 1000 MPa with yield at 90 %.
What is the maximum test speed?
The tensile test shall not exceed 25 mm/min, and a maximum of 10 mm/min applies where yield strength or offset yield is being determined. The tensile test itself runs to ISO 6892-1.
What is the proof load test and how is it different from a tensile test?
It is not a strength test. The fastener is loaded to its specified proof load, held for 15 seconds and released, and it passes only if it has not permanently stretched — the permitted measurement uncertainty being 12.5 micrometres. It asks whether the bolt yielded, not what it would eventually break at.
Why does wedge loading matter?
Because it loads the head off-axis, the way a slightly non-parallel joint face does. Angled mounts come in 4°, 6° and 10°. A bolt with a sound head-to-shank radius survives it; one with a forging defect snaps at the underhead fillet at a load well below its axial capacity — a failure a straight pull would never have found.
At what temperature is the test run?
At ambient, between 10 °C and 35 °C. The standard states the range in its own scope.
Can I measure proof-load elongation from the crosshead?
No. The permitted uncertainty is 12.5 micrometres and a load frame deflects by orders of magnitude more than that under load. The measurement is made on the bolt itself with a length gauge, before and after.
Can Dak supply a machine for fastener testing to ISO 898-1?
Yes. Tell us the largest fastener size and property class you need to break, and whether you need wedge loading and proof-load work, and we will answer with the frame, the adapters and a quotation.
Related and equivalent standards
ISO 898-2 covers nuts and ISO 898-5 set screws. ISO 3506-1 is the corresponding specification for stainless fasteners, where the class notation differs. The tensile test defers to ISO 6892-1, which is why a laboratory equipped for metals testing is most of the way to this one.
Running ISO 898-1 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 for | Dak supplies | |
|---|---|---|
| Capacity | Set by the fastener: from a few kilonewtons for small screws to several hundred kilonewtons for large structural bolts in the higher property classes | Load cells from 1 kg to 60 ton on the Series 7200, and 0.5 to 100 kN on the Series 9000 |
| Force accuracy | The tensile test runs to ISO 6892-1, which carries the machine accuracy requirement; ISO 898-1 sets none of its own | ISO 7500-1 Class 0.5, verified to ASTM E4, DIN 51221 and BS 1610 |
| Gripping | Threaded adapters for axial tension; angled washer set for wedge loading, in 4, 6 and 10 degree increments | Our a fixture built for this method, built to the specimen |
| Environment | tested at ambient temperature, 10 °C to 35 °C | 3009 series chambers, −150 °C to +400 °C — temperature only |
This page describes the method as practised. The governing text is the current edition from the issuing body. Tell us what you are testing and we will answer with the machine, the fixture and a quotation.
