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Determination of stress intensity factors for cracked bridge roller bearings using finite element analyses
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.
Luleå University of Technology, Department of Engineering Sciences and Mathematics, Mechanics of Solid Materials.
Number of Authors: 2
2017 (English)In: Engineering Fracture Mechanics, ISSN 0013-7944, E-ISSN 1873-7315, Vol. 169, 67-73 p.Article in journal (Refereed) Published
Abstract [en]

In this work, the finite element method is employed to gain an understanding of the behaviour of a cracked bridge roller bearing in service. The cracked roller is considered as an edge-cracked disk (two-dimensional plane strain system) subjected to a radial compressive line load. The crack parameters KI and KII are calculated for the relevant load configuration and angle of disk rotation. The calculated data are also used to check the accuracy of approximate SIF solutions reported earlier [1] and [2]. For plain Mode I loading very good agreement is found between the obtained results and data presented in Schindler and Morf (1994). 

Place, publisher, year, edition, pages
2017. Vol. 169, 67-73 p.
National Category
Building Technologies
Research subject
Steel Structures; Solid Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-60184DOI: 10.1016/j.engfracmech.2016.10.018ISI: 000392035000005Scopus ID: 2-s2.0-84997831957OAI: oai:DiVA.org:ltu-60184DiVA: diva2:1044959
Note

Validerad; 2016; Nivå 2; 2016-12-05 (rokbeg)

Available from: 2016-11-07 Created: 2016-11-07 Last updated: 2017-02-10Bibliographically approved

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