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Miscellanea Views: 877 Downloads: 432 Vol. 10, No. 35 (2016) December 29, 2015 pp. pages 285-294

Orientation of propagating crack paths emanating from fretting-fatigue contact problems

Eugenio Giner, José Díaz-Álvarez, Miguel Marco, Mª Henar Miguélez

In this work, the orientation and propagation of cracks in fretting fatigue problems is analyzed numerically using the finite element method (FEM) and the extended finite element method (X-FEM). The analysis is performed by means of a 2D…

10.3221/IGF-ESIS.35.33

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SI: New Trends in Fatigue and Fracture Views: 728 Downloads: 496 Vol. 13, No. 49 (2019) June 22, 2019 pp. 435-449

Use of the XFEM for the design of adhesively-bonded T-joints

Raul Campilho, Filipe Moreira

The use of adhesive bonds greatly increased in industrial applications, as they have multiple advantages compared to other more traditional bonding methods (fastened, welded and riveted joints). The number of approaches to predict the…

10.3221/IGF-ESIS.49.42

Details: Use of the XFEM for the design of adhesively-bonded T-joints PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 705 Downloads: 525 Vol. 18, No. 67 (2024) December 17, 2023 pp. 337-351

Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1

Mirjana Jelić, Aleksandar Sedmak, Boris Folić, Simon Sedmak, Mihajlo Aranđelović, Radomir Folić, Dorin Radu

Belgrade fair hall 1 is well known for its dome, which is still the world largest self-supported construction made of pre-stressed concrete, with its diameter of 106 m. In this paper the Finite Element Method (FEM) was performed to analyze…

10.3221/IGF-ESIS.67.24

Details: Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1 PDF Visual Abstract

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Orientation of propagating crack paths emanating from fretting-fatigue contact problems

Use of the XFEM for the design of adhesively-bonded T-joints

Structural integrity analysis of the pre-stressed concrete dome of the Belgrade fair hall 1