Abstract

Offshore structures are mainly associated with the oil and gas industry given that globally, nearly one-third of the oil and gas extracted worldwide comes from offshore sources. This situation is likely to continue to rise over the coming decades because of abundant deposits of oil and gas still present in the oceans and society’s dependency on hydrocarbon fuels. Regardless, offshore wind shows promise and continues to rise at an exponential rate because it provides means for decarbonization while contributing to economic growth in many countries. As such, wind continuos to be a leading solution against climate change globally. To ensure that a structure will fulfill its function, fatigue design is crucial to ensure an adequate service life because it is responsible for more than 80% of structural failures, most of them catastrophic and without warning. This work aims to evaluate environmental loads and fatigue analysis in a jacket-type platform located in the North Sea. Wave data scatter has been provided, and using Morison’s formula, the loads on the structure were used to achieve an applicable normal loading force. Then, a static and a dynamic fatigue analysis for the offshore jacket-type structure under consideration are evaluated and compared.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was financially supported by Base Funding-UIDB/04708/2020 and Programmatic Funding-UIDP/04708/2020 of the CONSTRUCT-Instituto de I&D em Estruturas e Construções - funded by national funds through the FCT/MCTES (PIDDAC); and, the help and support of Force Technology Norway AS.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 26Issue 1February 2021

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Received: Mar 23, 2020
Accepted: Jul 17, 2020
Published online: Oct 17, 2020
Published in print: Feb 1, 2021
Discussion open until: Mar 17, 2021

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Ph.D. Student, Research Unit Institute of R&D in Structures and Construction/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal (corresponding author). ORCID: https://orcid.org/0000-0002-8588-4807. Email: [email protected]
José A. F. O. Correia [email protected]
Researcher, Research Unit Institute of R&D in Structures and Construction/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal. Email: [email protected]
Ph.D. Student, Research Unit Institute of R&D in Structures and Construction/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal. ORCID: https://orcid.org/0000-0002-0871-8346. Email: [email protected]
Rafael Pereira [email protected]
M.Sc. Student, Dipartimento di Ingegneria Civile, Chimica, Ambientale e dei Materiali Dept., Univ. of Bologna, Viale del Risorgimento 2, 40136 Bologna, Italy. Email: [email protected]
Nicholas Fantuzzi [email protected]
Associate Professor, Dipartimento di Ingegneria Civile, Chimica, Ambientale e dei Materiali Dept., Univ. of Bologna, Viale del Risorgimento 2, 40136 Bologna, Italy. Email: [email protected]
Associate Professor, Instituto da Ciência e Inovação em Engenharia Mecânica e Engenharia Industrial/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal. ORCID: https://orcid.org/0000-0002-1059-715X. Email: [email protected]
Rui Calçada [email protected]
Full Professor, Research Unit Institute of R&D in Structures and Construction/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal. Email: [email protected]

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