PSI - Issue 62

Sebastian Thöns et al. / Procedia Structural Integrity 62 (2024) 259–267 Sebastian Thöns and Ivar Björnsson/ Structural Integrity Procedia 00 (2019) 000 – 000

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through the application of decision analysis methodologies. Here, the identification of the service limit is performed with the boundaries of the technical and economic service life ends based on the maximum expected utility of the infrastructure over the service life. However, further advancements in research are required for (1) comprehensiveness of the service life limiting scenarios and service life analyses and (2) the integration of sustainability models (Larsson Ivanov, Honfi, Santandrea and Stripple (2019), Dong, Miraglia et al. (2018)).

Acknowledgement The funding and support provided by the Øresundsbro Konsortiet and the joint work with Bengt Hergard and Torbjörn Aarland is highly appreciated and gratefully acknowledged.

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