PSI - Issue 48

Available online at www.sciencedirect.com Available online at www.sciencedirect.com ScienceDirect Structural Integrity Procedia 00 (2023) 000 – 000 Available online at www.sciencedirect.com ScienceDirect Structural Integrity Procedia 00 (2023) 000 – 000

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ScienceDirect

Procedia Structural Integrity 48 (2023) 318–325

© 2023 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IRAS 2023 organizers Abstract Global structural response of ship hulls is generally assessed using elastic limit criterion defined by technical standards. However, scenarios in which the ship is experiencing extreme and once in lifetime loads are investigated in recent years. Such studies analyse events with potentially catastrophic outcomes, i.e., loss of the complete ship and environmental disaster. Excessive bending moments can be experienced by the hull girder due to ship’s failed escape from dangerous storms, grounding, collisions, allis ions, unpredicted loads, etc. Therefore, ultimate strength or hull capacity to withstand extreme loadings is emerging as one of the most significant requirements for ship hull girder strength evaluation. Technical standards for large sea-going bulk carriers and oil tankers already have ultimate strength assessment incorporated within their regulations. Ultimate strength of other cargo ships is also addressed in the rules of the classification societies. However, there are no corresponding legislative procedures for inland waterway vessels (IWV) at all. Moreover, according to authors’ knowledge, no complete studies on ulti mate strength of IWV are presented in the literature so far. Therefore, the aim of this paper is to transfer the practice of ultimate strength calculations from sea-going ships to IWV and to provide the benchmark calculation. Ultimate strength is calculated here using progressive collapse analysis (PCA) on a case study of typical inland waterway self-propelled tanker vessel operating on one of the most important waterway transport corridors in the EU (Danube and Rhine). Results showed that assessment procedure used in maritime practice can be applicable to IWV. PCA method displayed the collapse sequences of the cross section, mostly governed by the buckling of segments along the vertical axis. Results based on examined vessel showed that such ultimate bending moment differs 3-20% to one calculated according to the more traditional Paik – Mansour method. © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IRAS 2023 organizers Keywords: ultimate strength; progressive collapse analysis; inland vessels; ultimate bending moment; hull girder. Second International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023) Progressive collapse analysis of inland waterway cargo vessel Nemanja Ili ć a, * , Nikola Momčilović a a University of Belgrade, Faculty of Mechanical Engineering, Kraljice Marije 16, Belgrade 11120, Serbia Abstract Global structural response of ship hulls is generally assessed using elastic limit criterion defined by technical standards. However, scenarios in which the ship is experiencing extreme and once in lifetime loads are investigated in recent years. Such studies analyse events with potentially catastrophic outcomes, i.e., loss of the complete ship and environmental disaster. Excessive bending moments can be experienced by the hull girder due to ship’s failed escape from dangerous storms, grounding, collisions, allis ions, unpredicted loads, etc. Therefore, ultimate strength or hull capacity to withstand extreme loadings is emerging as one of the most significant requirements for ship hull girder strength evaluation. Technical standards for large sea-going bulk carriers and oil tankers already have ultimate strength assessment incorporated within their regulations. Ultimate strength of other cargo ships is also addressed in the rules of the classification societies. However, there are no corresponding legislative procedures for inland waterway vessels (IWV) at all. Moreover, according to authors’ knowledge, no complete studies on ulti mate strength of IWV are presented in the literature so far. Therefore, the aim of this paper is to transfer the practice of ultimate strength calculations from sea-going ships to IWV and to provide the benchmark calculation. Ultimate strength is calculated here using progressive collapse analysis (PCA) on a case study of typical inland waterway self-propelled tanker vessel operating on one of the most important waterway transport corridors in the EU (Danube and Rhine). Results showed that assessment procedure used in maritime practice can be applicable to IWV. PCA method displayed the collapse sequences of the cross section, mostly governed by the buckling of segments along the vertical axis. Results based on examined vessel showed that such ultimate bending moment differs 3-20% to one calculated according to the more traditional Paik – Mansour method. © 2023 The Authors. Published by ELSEVIER B.V. Keywords: ultimate strength; progressive collapse analysis; inland vessels; ultimate bending moment; hull girder. Second International Symposium on Risk Analysis and Safety of Complex Structures and Components (IRAS 2023) Progressive collapse analysis of inland waterway cargo vessel Nemanja Ili ć a, * , Nikola Momčilović a a University of Belgrade, Faculty of Mechanical Engineering, Kraljice Marije 16, Belgrade 11120, Serbia

* Corresponding author. Tel.: /; fax: /. E-mail address: n.ilic@beolinegroup.com * Corresponding author. Tel.: /; fax: /. E-mail address: n.ilic@beolinegroup.com

2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IRAS 2023 organizers 2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IRAS 2023 organizers

2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IRAS 2023 organizers 10.1016/j.prostr.2023.07.126