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The Use of LOM, SEM, FIB and APT to Clarify the Sequences of Failure of a Hot Dip Galvanized Structural Steel Section

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Structural hollow profiles are widely used for steel constructions. To protect such profiles against corrosion, normally they are hot dip galvanized. In this case of failure, a broken support of… Click to show full abstract

Structural hollow profiles are widely used for steel constructions. To protect such profiles against corrosion, normally they are hot dip galvanized. In this case of failure, a broken support of a staircase was detected. The used hollow profile (150 x 150 x 8 mm, material S355J0) depicted in Figure 1 contains a crack located at one corner and extending over the whole profile length (approx. 6 m). As can be seen from Figure 1 there is a certain distance between the crack flanks. After cutting out the fracture sections, the parts show a distinct curvature (Figure 2a). From this can be concluded that residual stresses in circumferential and longitudinal directions are prevalent.

Keywords: hot dip; lom sem; dip galvanized; use lom; steel

Journal Title: Microscopy and Microanalysis
Year Published: 2017

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