Structural Integrity Assessment of Concrete Sleepers by Modal Test Technique
Abstract
:1. Introduction
2. Visual Inspection of Damaged Concrete Sleepers
3. Impact Hammer Testing of Damaged Concrete Sleepers
3.1. Measurement System Overview
3.2. Result of Each Sleeper Frequency Response Function Calculation
4. Numerical Analysis
5. Correlation between Damage to the Concrete Sleeper and Natural Frequency
6. Conclusions
- For 20 damaged concrete sleepers, the measured natural frequencies obtained using the impact hammer test were approximately 42–93% of that predicted for normal conditions by numerical analysis (149.35 Hz). According to the FRF-based estimation results, the change in dynamic mass caused by the damage to concrete sleepers was negligible, whereas dynamic stiffness significantly differed among sleepers. Furthermore, the measured damping ratio of each sleeper was 3 ± 0.5%, which is the material damping level of concrete; this indicates that the effect of sleeper damage on the damping ratio was small.
- A comparative analysis of the modal-testing, analytical, and visual-inspection results showed that the measured natural frequencies of the two concrete sleepers classified as similarly damaged in the visual inspection were, respectively, 20 and 49% smaller than the calculated natural frequency under normal conditions. This experimentally and analytically demonstrates the limitations of evaluating the structural integrity of concrete sleepers solely by their visual state.
- Natural-frequency analysis through modal testing can be used for quantitatively evaluating the structural integrity of many sleepers easily in a short time. Therefore, considering the difficulty of night-time inspections on operational lines, the proposed modal-testing method provides a complementary method of visual-inspection-based sleeper-condition assessment in the field.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
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Description | Evaluation Items | Methodology | Concrete Sleeper | A | B | ||
---|---|---|---|---|---|---|---|
Pre-Stressed Concrete | Reinforced Concrete Sleeper | ||||||
E Type | A Type | ||||||
Safety | Surface crack, defect, shoulder condition | Visual inspection | Entire | O | |||
Pre-stressed exposed | Visual inspection | Entire | O | ||||
Rebound hardness test | Non-destructive test | 3 sections/500 m | O | ||||
Durability | Accumulated tonnage, velocity, used year | Maintenance data | Entire | O | |||
Rebound hardness test | Non-destructive test | 3 sections/500 m | O | ||||
Depth of carbonation | Field test | 1 section/500 m | O | ||||
Surface crack | Visual inspection | Entire | O |
Sensor Type | Impact Hammer | Accelerometer | ||
---|---|---|---|---|
Channel | Ch. 1 | Ch. 2 | Ch. 3 | Ch. 4 |
Sensitivity | 0.2301 mV/N | 1024.0 mV/g | 1018.0 mV/g | 993.2 mV/g |
Items | Properties | |
---|---|---|
Sleeper type | Post-tensioning Sleeper | |
Sleeper size (mm) | 212 × 240 × 2300 | |
Compressive strength (MPa) | 59 | |
Post-tensioning steel bar | Tensile strength (MPa) | 1230 |
Diameter (mm) | Ø9.2 | |
Length (mm) | 2240 | |
Post-tensioning force (kN/EA) | 66.1 | |
Sleeper supporting condition (spring stiffness) | Wooden sleeper supporting condition (200 kN/mm) |
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Choi, J.-Y.; Shin, T.-H.; Kim, S.-H.; Chung, J.-S. Structural Integrity Assessment of Concrete Sleepers by Modal Test Technique. Materials 2023, 16, 5614. https://doi.org/10.3390/ma16165614
Choi J-Y, Shin T-H, Kim S-H, Chung J-S. Structural Integrity Assessment of Concrete Sleepers by Modal Test Technique. Materials. 2023; 16(16):5614. https://doi.org/10.3390/ma16165614
Chicago/Turabian StyleChoi, Jung-Youl, Tae-Hyung Shin, Sun-Hee Kim, and Jee-Seung Chung. 2023. "Structural Integrity Assessment of Concrete Sleepers by Modal Test Technique" Materials 16, no. 16: 5614. https://doi.org/10.3390/ma16165614