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NablaWave Srl

MATERIALS

NABLA
COMP

Composite laminate behaviour,
without running FEM

WHAT IT IS

A tool implementing Classical Lamination Theory for composite structures

CHALLENGE

A laminate has more parameters than a metal: material, fibre orientation, volume fraction, resin, layering, thickness

RESULT

Validated against literature data and against a three-point flexural test in the laboratory

01

CHALLENGE

Working out how a laminate behaves is harder than for steel or aluminium, and for an ordinary reason: there are more knobs. Materials, fibre orientation, volume fraction, resin selection, layering and thickness all enter the answer, and changing one changes what the others do.

Doing it properly in FEM is possible and slow. For simple geometries and early decisions, that cost buys very little.

02

SOLUTION

NablaCOMP implements the Classical Lamination Theory directly. The tool lets you:

01

define the mechanical characteristics of the materials

02

define the laminas in terms of material, fibre orientation and thickness

03

define the laminate as a sequence of laminas

04

select the load case and define the loads

05

calculate the deformation of the laminate

Theory on its own is not enough to trust a number, so we ran an extensive campaign of flexural tests to characterise the materials and validate the tool, carried out with a certified partner, the University of Padua.

Three-point flexural test on a composite sandwich specimen in the laboratory
Deflection of a composite specimen under three-point bending measured with a digital calliper

03

RESULTS

The point is speed at the stage where speed matters: the structural behaviour of simple geometries, without the modelling effort of a finite element analysis that the question does not yet justify.

The tool was validated against literature data, and its predictions compared with a three-point flexural test run in our own laboratory.

NablaCOMP interface: laminate sequence, laminate mechanical properties and beam deflection under a range of concentrated loads

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