Cantilever steel post damaged by wind

Wei Sha; Savko Malinov

doi:10.1016/j.csefa.2014.09.001

Cantilever steel post damaged by wind

Wei Sha, Savko Malinov

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Abstract

An analysis for the cause of fracture failure of a cantilever steel sign post damaged by wind has been carried out. An unusual cause of failure has been identified, which is the subject of this paper. Microscopy and microanalysis of the fracture surface showed that the failure was due to pre-existing cracks, from the fabrication of the post. This conclusion was reached after detecting and analysing a galvanised layer on the fracture surfaces.

Original language	English
Pages (from-to)	162–168
Number of pages	7
Journal	Case Studies in Engineering Failure Analysis
Volume	2
Issue number	2
Early online date	16 Sep 2014
DOIs	https://doi.org/10.1016/j.csefa.2014.09.001
Publication status	Published - Oct 2014

Keywords

Structural steel
Cracks
fracture
Metallurgical failure analysis
Surface layers

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10.1016/j.csefa.2014.09.001

Cantilever steel post damaged by wind
2014 The Authors. Published by Elsevier Ltd. Th This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/3.0/) which permits distribution and reproduction for non-commercial purposes, provided the author and source are cited.
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Cite this

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title = "Cantilever steel post damaged by wind",

abstract = "An analysis for the cause of fracture failure of a cantilever steel sign post damaged by wind has been carried out. An unusual cause of failure has been identified, which is the subject of this paper. Microscopy and microanalysis of the fracture surface showed that the failure was due to pre-existing cracks, from the fabrication of the post. This conclusion was reached after detecting and analysing a galvanised layer on the fracture surfaces.",

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AB - An analysis for the cause of fracture failure of a cantilever steel sign post damaged by wind has been carried out. An unusual cause of failure has been identified, which is the subject of this paper. Microscopy and microanalysis of the fracture surface showed that the failure was due to pre-existing cracks, from the fabrication of the post. This conclusion was reached after detecting and analysing a galvanised layer on the fracture surfaces.

KW - Structural steel

KW - Cracks

KW - fracture

KW - Metallurgical failure analysis

KW - Surface layers

U2 - 10.1016/j.csefa.2014.09.001

DO - 10.1016/j.csefa.2014.09.001

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EP - 168

JO - Case Studies in Engineering Failure Analysis

JF - Case Studies in Engineering Failure Analysis

SN - 2213-2902

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ER -

Cantilever steel post damaged by wind

Abstract

Keywords

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