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DIMENSIONS

DIMENSIONS & PROPERTIES - Steel & Tube

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CCI<br />

conversion<br />

and<br />

comparison<br />

information<br />

Tensile Testing<br />

The following information on this basic testing procedure takes into account all changes<br />

resulting from internationally approved ISO recommendations which have been incorporated<br />

into a number of national standards.<br />

ISO 6892 NFA 03-151<br />

EU 2 UNI 55612<br />

DIN 50145<br />

JIS Z2201<br />

BS 18/Part 2<br />

Symbols, designations, units<br />

Symbol Designation Unit<br />

new old<br />

A d Elongation after fracture %<br />

d 0 d 0 Original diameter of parallel length of test<br />

mm<br />

piece of circular cross section<br />

E E Modulus of elasticity N/mm 2 (MPa)<br />

F P Load N<br />

Fm Pmax Maximum load N<br />

L 0 L 0 Original gauge length at ambient temperature mm<br />

Lu LB Final gauge length after fracture mm<br />

Rp<br />

s Proof stress (non-proportional elongation)<br />

N/mm 2 (MPa)<br />

e.g. Rp0.2 s0.2 e.g. 0.2 non-proportional elongation<br />

ReH sSo Upper yield stress N/mm 2 (MPa)<br />

ReL sSu Lower yield stress N/mm 2 (MPa)<br />

Rm sB Tensile strength N/mm 2 (MPa)<br />

So Fo Original cross-sectional area mm 2<br />

Su FB Minimum cross-sectional area<br />

after fracture<br />

Z Y Reduction of area %<br />

e e Elongation %<br />

ee eel Elastic elongation %<br />

ep – Non-proportional elongation %<br />

er ebl Permanent elongation %<br />

et eges Total elongation %<br />

mm 2<br />

s s Stress<br />

(nominal stress)<br />

N/mm 2 (MPa)<br />

108<br />

Dimensions and Properties Handbook

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