Fibre-reinforced post-tension anchoring zone - an experimental comparison of reinforcement configurations
Paper in 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 are 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.

Digital Image Correlation

Distributing optical fibre sensing

DIC

Post-tensioned concrete

Crack monitoring

Steel-fibre reinforced concrete

Anchorage zone

Author

Daniel P T Ekström

WSP Sverige

Rasmus Rempling

Chalmers, Architecture and Civil Engineering, Construction Management

Ignasi Fernandez

Chalmers, Architecture and Civil Engineering, Structural Engineering

Carlos Gil Berrocal

Chalmers, Architecture and Civil Engineering, Structural Engineering

Ludwig Bengtsson

Student at Chalmers

Anton Nordek

Student at Chalmers

Mathias Flansbjer

RISE Research Institutes of Sweden

IABSE Congress San Jose 2024: Beyond Structural Engineering in a Changing World - Report

1274-1281
9783857482052 (ISBN)

IABSE Congress San Jose 2024: Beyond Structural Engineering in a Changing World
San Jose, Costa Rica,

Subject Categories

Infrastructure Engineering

Building Technologies

More information

Latest update

12/17/2024