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Innovative Stainless Steel Applications in transport ... - Euro Inox

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values are shown <strong>in</strong> Table 20. A comparison between Table 19 and Table 20 shows that<br />

if the values <strong>in</strong> brackets are used (<strong>in</strong>clud<strong>in</strong>g those <strong>in</strong> the highest strength category),<br />

DIN 6935 values are too low for the C1000 grades and too high for the others.<br />

Table 20. M<strong>in</strong>imum bend<strong>in</strong>g radii accord<strong>in</strong>g to Ordenbach (1989).<br />

Material t (mm) rm<strong>in</strong> (mm)<br />

1.4318 C1000 (301LN) 1.9 4.75<br />

1.4318 C850 (301LN) 1.0 1.0<br />

1.4301SP 2B (304SP) 1.0 0.5<br />

1.4318 C1000 (301LN) 1.2 3.0<br />

1.4318 C850 (301LN) 1.5 1.5<br />

4.1.1 Verification of m<strong>in</strong>imum sheet bend<strong>in</strong>g radius<br />

The m<strong>in</strong>imum bend<strong>in</strong>g radius of the different grades has been <strong>in</strong>vestigated<br />

experimentally, us<strong>in</strong>g bend<strong>in</strong>g mach<strong>in</strong>es and tools with different radii. After bend<strong>in</strong>g,<br />

the outer surfaces of the samples were visually <strong>in</strong>spected for cracks. The results are<br />

summarized <strong>in</strong> Table 21.<br />

Table 21. Outer surface of V-bends for various materials (DOLTRAC p. 49). RD = roll<strong>in</strong>g<br />

direction, TD = transverse direction, OK = no macro cracks, NOK = cracks.<br />

Material Direction Bend<strong>in</strong>g radius (mm)<br />

R1 R1.5 R2 R2.5 R4<br />

304SP 2B 1.0 mm RD OK - - - -<br />

TD OK - - - -<br />

1.4318 2B 1.0 mm RD OK - - - -<br />

TD OK - - - -<br />

1.4318 2H C850 1.5 mm RD OK - - - -<br />

TD OK - - - -<br />

1.4318 2H C1000 1.2 mm RD OK - - - -<br />

TD OK - - - -<br />

1.4318 2H C1000 1.9 mm RD OK - - - -<br />

TD NOK NOK NOK OK OK<br />

Visual assessment of the outer surfaces is difficult, however. Only large cracks could be<br />

detected. Further bend<strong>in</strong>g <strong>in</strong>vestigations were performed us<strong>in</strong>g so-called T-tests. The<br />

pr<strong>in</strong>ciple is expla<strong>in</strong>ed schematically <strong>in</strong> Figure 54. The figure preced<strong>in</strong>g T describes the<br />

<strong>in</strong>ner bend<strong>in</strong>g radius <strong>in</strong> terms of sheet-thickness multiples (e.g. for ½T the <strong>in</strong>ner radius<br />

is 0.5 times the sheet thickness).<br />

74

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