Special Issue on Fatigue, Performance, and Damage Assessments of Concrete
Abstract
:1. Introduction
2. Main Keywords, Significance, and Potential Impact
3. Overviews of the Articles Published in the Special Issue
3.1. Fatigue
3.2. Performance
3.3. Damage Assessment by the PCI
4. Conclusions
Conflicts of Interest
List of Contributions
- Jung, H.; Oli, T.; Nam, J.; Yun, K.; Kim, S.; Park, C. Life-Cycle Cost Analysis on Application of Asphalt and Concrete Pavement Overlay. Appl. Sci. 2022, 12, 5098;
- Cho, N.-H.; Kwon, H.-J.; Suh, Y.-C.; Kim, J. Development of Korea Airport Pavement Condition Index for Panel Rating. Appl. Sci. 2022, 12, 8320;
- Lee, J.-H.; Jung, D.-H.; Lee, M.-S.; Jeon, S.-I. A Feasibility Study for the Prediction of Concrete Pavement Condition Index (CPCI) Based on Machine Learning. Appl. Sci. 2022, 12, 8731.
- Ryu, S.; Kim, J.; Sohn, D.; Bae, S. Optimal Longitudinal Texture on Concrete Pavement to Reduce Lateral Vibration of Vehicles. Appl. Sci. 2022, 12, 9661.
- Son, J.; Yang, S. A New Approach to Machine Learning Model Development for Prediction of Concrete Fatigue Life under Uniaxial Compression. Appl. Sci. 2022, 12, 9766.
- Yeon, G.; Yoo, H.; Hong, S.; Cho, J.; Kim, I. Development of an Estimation Method for Depth of Spalling Damage in Concrete Pavement by Ultrasonic Velocity Measurement. Appl. Sci. 2022, 12, 9881.
- Lim, C.-S.; Jang, D.-S.; Kim, J.-C.; Kim, H.-S.; Lee, J.-J. A Study on the Applicability of Waste Glass Wool and Waste Mineral Wool as Fiber Reinforcement. Appl. Sci. 2023, 13, 10738.
- Lee, H.; Koirala, N.; Choi, P.; Seo, H. A Case Study on Distresses of Concrete Pavements Supported on a Retaining Wall. Appl. Sci. 2023, 13, 11226.
- Azarkerdar, A.; Hejazi, F. Development of Analytical Model for Bonding of CFRP Rod in Concrete Subjected to Cyclic Loads. Appl. Sci. 2024, 14, 1134.
References
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No. | SI Title | Specialty | Papers | Year |
---|---|---|---|---|
1 | Fatigue [19] | Fatigue and cyclic loading of high-strength or high-performance concrete | 10 | 2019 |
2 | Fatigue and Fracture of Non-Metallic Materials and Structures [20] | Fatigue of bridges, FRC, and other applications such as asphalt and rocks. | 10(34) 1 | 2019 |
3 | Cyclic Deterioration of Concrete [21] | Fatigue, damage evolution, and cyclic loading of high-strength and high-performance concrete | 12 | 2021 |
Paper No. | Research Significance | Potential Impact |
---|---|---|
1 | Construction Analysis for Pavement Rehabilitation Strategies (CA4PRS) software was used to examine the application of pavement overlays via life cycle cost (LCC) analysis applying user costs, construction costs, and overlay life cycles. | To achieve beneficial economic effects, the LCC analysis results can be used in pavement overlay constructions as primary decision criteria. |
2 | Concerning the current Pavement Condition Index (PCI) ratings for airport pavement, an adjusted deduction value curve for multiple forms of distress due to different airport conditions is proposed. | Prediction of long-term pavement performance can be more reasonably estimated using the so-called “K−PCI”, which adjusts for multiple distress types. |
3 | Future pavement performance is evaluated with the concrete Pavement Condition Index using machine learning concepts. | Prediction of long-term pavement conditions can be more precisely estimated using machine learning concepts than by using conventional regression modeling. |
4 | FEM analysis, field investigation, and indoor evaluations were used to evaluate lateral vibrations for different types of longitudinal texture tining specifications on concrete pavement. | Based on FEM analysis, field and indoor driving simulation tests, field applications, and panel ratings, a longitudinal texture specification (3 mm × 3 mm × 16 mm) that minimizes lateral vibrations can be practically applied to the road pavement. |
5 | Diverse machine learning models were adopted to predict the concrete fatigue life subjected to compressive loads. | Non-precision data processing using outlier detection methods can be expanded to the software area. |
6 | Damaged spalling depth can be estimated using ultrasonic velocity measurement from the concrete pavement, and its sound rating can be graded accordingly. | The test results may be directly applied in the concrete pavement field to determine whether the existing concrete pavement is sound. |
7 | Concrete properties containing wool fiber waste were evaluated in terms of their mechanical strength properties, along with durability properties such as freeze–thaw resistance and chloride penetration resistance. | Based on the test results, which show an increase in tensile strength, a significant increase in freeze–thaw resistance, and an equivalent chloride penetration resistance, and compared to the control specimen, glass wool waste with a range from 0.5 to 2% by cementweight can be used as a fiber-reinforcing material. |
8 | Significant types of distress in pavement propped up on a mechanically stabilized earth-retaining wall were systematically evaluated via visual inspections, cored specimens, Falling Weight Deflectometery (FWD) tests, etc. | After conducting a systematic evaluation of the pavement of a mechanically stabilized earth-retaining wall, an appropriate repair strategy can be adopted, with insights into the potential distress mechanism. |
9 | The bond behavior of carbon-fiber-reinforced polymer (CFRP) rods and UHP-FRC subjected to fatigue stress is determined by adopting an interface element of FEM analysis. | The new analytical interface element adopted in this study significantly improves the performance prediction of the CFRP−UHP−FRC bond subjected to fatigue loads. |
Paper No. | Keywords |
---|---|
1 | Pavement, Overlay, Rehabilitation, Traffic volume, LCC |
2 | Pavement, Airport, Panel rating, Deduct volume, Pavement condition index |
3 | Pavement, Condition predicting, PCI, Particle filtering, Machine learning |
4 | Pavement, Tining, Lateral vibration, Panel survey, FEM |
5 | Structure, Fatigue, Stress level, Outliers, Machine learning |
6 | Pavement, Soundness, Spalling, NDT, Ultrasonic velocity, |
7 | Structure, Waste wool, Fiber RC, Mechanical properties, Durability |
8 | Pavement, MSE wall, FWD, DCP, CPTs |
9 | Structure, CFRP rod, UHP-FRC, Bonding, FEM |
SI Contributed Paper No. | Fatigue | Performance | Damage Assessment |
---|---|---|---|
Contribution 5 | ◎ | ||
Contribution 9 | ◎ | ○ | |
Contribution 4 | ◎ | ||
Contribution 7 | ◎ | ||
Contribution 1 | ○ | ◎ | |
Contribution 2 | ◎ | ||
Contribution 3 | ○ | ◎ | |
Contribution 6 | ◎ | ||
Contribution 8 | ○ | ◎ |
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Yang, S. Special Issue on Fatigue, Performance, and Damage Assessments of Concrete. Appl. Sci. 2024, 14, 1845. https://doi.org/10.3390/app14051845
Yang S. Special Issue on Fatigue, Performance, and Damage Assessments of Concrete. Applied Sciences. 2024; 14(5):1845. https://doi.org/10.3390/app14051845
Chicago/Turabian StyleYang, Sungchul. 2024. "Special Issue on Fatigue, Performance, and Damage Assessments of Concrete" Applied Sciences 14, no. 5: 1845. https://doi.org/10.3390/app14051845
APA StyleYang, S. (2024). Special Issue on Fatigue, Performance, and Damage Assessments of Concrete. Applied Sciences, 14(5), 1845. https://doi.org/10.3390/app14051845