Fibre-reinforced post-tension anchoring zone – an experimental study of the proposed design approach in the new Eurocode

Paper i proceeding, 2024

Prestressed concrete structures have numerous advantages over conventionally reinforced

concrete, though the usage of post-tensioned structures has declined over the last two decades. An

essential design detail in post-tensioned structures is the anchorage zones. In this study, an

experimental comparison is presented for post-tensioned anchorage zones. The study evaluates the

load-deformation response and cracking of three different configurations. In total, six specimens

were tested experimentally by subjecting them to centric loading until clear crack formations were

observed. The evaluation and comparison of the three different configurations are done by

comparing the data obtained from the tests. The results presented in this paper are expected to

provide further knowledge to develop and improve the contemporary design approach and

construction of bridges.