Compare local i3D properties with a tensile-test reference and interpret the result in its technical context.
Technical article · i3D practice · S355
How to use i3D® Testing Technology compared with tensile testing
An S355 case shows how local yield strength and tensile strength are derived from several imprints
and compared with conventional tensile-test reference values.
What was compared on S355?
In the underlying practical example, structural steel S355 was first characterised by conventional
tensile testing. Three local points were then tested using
i3D® Testing Technology. Each point creates a defined
residual imprint and an indentation-derived local plastic stress–strain curve.
The two tests are not identical. Tensile testing provides a global result for a standardised specimen;
i3D provides a local result for the material zone that was actually tested. The useful comparison is
therefore between corresponding strength values and their technical agreement.
Testawell edition of the original S355 comparison video with an animated brand intro, three local
test points, calculations and the tensile-test reference. English audio and captions are included;
German captions can be selected.
What results were obtained in the S355 example?
The published comparison reports the following values:
Property
Tensile test
i3D imprint
Relative difference
Yield strength
310 MPa
287 MPa
7.4 %
Ultimate tensile strength
520 MPa
494 MPa
5.0 %
In this particular test, both local i3D comparison values were close to the tensile-test reference.
The example illustrates a practical workflow; it is not a universal accuracy claim across all materials,
geometries and surface conditions.
Download the original data and test reports
These two original documents support the reference values compared above. The tensile-test report gives
Rp0.2 = 310 MPa and Rm = 520 MPa. The Imprintec report documents 13 i3D
measurement points and the overall mean used in the comparison: RIp0.2 = 287 MPa
and RIm = 494 MPa.
Acknowledgement: We thank
Element Materials Technology
for providing the tensile-test data that made the direct comparison with the local i3D results possible.
Documentation date: 17 October 2025. The results apply to the tested sample and do not replace a
task-specific assessment of material condition, test location and measurement uncertainty.
How to use i3D Testing Technology in five steps
Define the reference and target: decide whether yield strength, tensile strength, local scatter or a plastic stress–strain curve is required.
Select the test zone: document points on the base material, component, weld, heat-affected zone or gradient.
Create controlled imprints: match force, indenter, surface and point spacing to the material and geometry.
Evaluate the imprint in 3D: capture topography and pile-up and reconstruct the local material response through inverse modelling.
Compare with the reference: interpret RIp0.2, RIm and curve shape together with material state, location and tensile data.
When should i3D be used, and when is tensile testing still required?
01
i3D for local questions
Real parts, small zones, welds, gradients, screening campaigns and spatial measurement grids.
02
Tensile testing as a global reference
Standard specimens, global properties, elongation, reduction of area and behaviour up to fracture.
03
Combine both for robust decisions
A small number of tensile references anchors the method; many local imprints resolve zones and scatter.
How should the values be interpreted?
RIp0.2 and RIm are local indentation-derived comparison values.
Their meaning depends on material state, surface preparation, grain size, accessibility, indenter, load and
the representativeness of the selected point. A comparison should therefore include repeat measurements,
uncertainty and the actual engineering question rather than relying on a percentage alone.
A useful request includes material and condition, component geometry, accessible test zone, target properties,
available tensile references and the intended number of measurement points.