Modelling and analysis of wire ropes subjected to transverse impact load using peridynamic theory

Tercüme edilen katkı başlığı: Enine darbe yükü altındaki tel halatların peridinamik teorisi ile modellenmesi ve analizi

Adem Candaş*, Erkan Öterkuş, C. Erdem İmrak

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: ???type-name???Makalebilirkişi

2 Atıf (Scopus)

Özet

The problem of modelling of failure in steel wire ropes using various numerical methods has been widely addressed. However, there is a relatively small body of literature concerned with dynamic loading due to the complexity of the structure. Peridynamic (PD) theory was used in this study to modelling the crack propagation in a wire rope section. The wire rope structure subjected to transverse impact load was modelled within this framework. Two pre-defined crack line were located in a section of the wire. The crack propagation velocity and wave propagation were considered to examine the effect of numerical parameters on the failure mechanism. One of the important results is that reducing the radius of the horizon by keeping the number of material points constant causes a decrease in crack propagation speed. Another result is that as the contact surface on which the impact load acts become smaller, it results in significant damage on the surface. In addition, it has been shown that the effect of wave propagation on crack initiation and propagation can be modelled by the Peridynamic theory.

Tercüme edilen katkı başlığıEnine darbe yükü altındaki tel halatların peridinamik teorisi ile modellenmesi ve analizi
Orijinal dilİngilizce
Sayfa (başlangıç-bitiş)847-858
Sayfa sayısı12
DergiJournal of the Faculty of Engineering and Architecture of Gazi University
Hacim39
Basın numarası2
DOI'lar
Yayın durumuYayınlandı - 2024

Bibliyografik not

Publisher Copyright:
© 2024 Gazi Universitesi Muhendislik-Mimarlik. All rights reserved.

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