Abstract
A pre-stressed grouted anchor, or simply called "tieback", transfers tensile forces to a load-bearing ground layer. It consists of a steel tension member anchored with grouted cement and prestressed via an anchor head to secure a structure. Over time, the prestressing force may change due to factors like relaxation, corrosion, or load redistribution. This research uses vibration responses to impulse loads to assess the actual anchor forces. Experiments were conducted on a lab model, measuring vibration responses with accelerometers after impacts from an impulse hammer. Initially, neural networks with supervised learning identified the forces, requiring known prestressing forces from training samples. However, acquiring such data is challenging in practice. To address this issue, the usage of Physics-Informed Neural Networks (PINNs) is outlined. PINNs are designed to integrate mechanical models with measurement data. They can incorporate system properties like mass, stiffness, and damping through equations of motion, compensating for limited training data. This research marks the first application of PINNs to tieback anchors.
| Original language | English |
|---|---|
| Title of host publication | Experimental Vibration Analysis for Civil Engineering Structures. EVACES 2025 |
| Subtitle of host publication | Lecture Notes in Civil Engineering |
| Editors | Elsa Caetano, Alvaro Cunha |
| Place of Publication | Cham |
| Pages | 935-944 |
| Number of pages | 10 |
| Volume | 674 |
| ISBN (Electronic) | 978-3-031-96110-6 |
| DOIs | |
| Publication status | Published - 1 Oct 2025 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
-
SDG 9 Industry, Innovation, and Infrastructure
Research Field
- Reliable and Silent Transport Infrastructure
Web of Science subject categories (JCR Impact Factors)
- Engineering, Civil
Fingerprint
Dive into the research topics of 'Identification of Force in Tieback Anchors by Vibration Analysis with AI and PINNs'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver