ArticleSensors (Basel, Switzerland)2019
Investigation of Bonding Behavior of FRP and Steel Bars in Self-Compacting Concrete Structures Using Acoustic Emission Method.
Article in Sensors (Basel, Switzerland), 2019. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 19 papers.
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Who cites it
19 citing papers in PubMed.
- Article
- A Review on the Physical Parameters Affecting the Bond Behavior of FRP Bars Embedded in Concrete.Polymers · 2022Review
- TR Self-Adaptive Cancellation Based Pipeline Leakage Localization Method Using Piezoceramic Transducers.Sensors (Basel, Switzerland) · 2022Article
- Load-Bearing Capacity of Beams Reinforced with Composite Rebar in Regard to Existing Guidelines.Materials (Basel, Switzerland) · 2021Article
- Experimental Study on Damage Identification of Nano-SiOSensors (Basel, Switzerland) · 2020Article
- Acoustic Emission Analysis of Corroded Reinforced Concrete Columns under Compressive Loading.Sensors (Basel, Switzerland) · 2020Article
- Piezoceramic-Based Damage Monitoring of Concrete Structure for Underwater Blasting.Sensors (Basel, Switzerland) · 2020Article
- Uniaxial Compressive Behavior of Concrete Columns Confined with Superelastic Shape Memory Alloy Wires.Materials (Basel, Switzerland) · 2020Article
- Experimental Research on Shear Failure Monitoring of Composite Rocks Using Piezoelectric Active Sensing Approach.Sensors (Basel, Switzerland) · 2020Article
- Detecting of the Longitudinal Grouting Quality in Prestressed Curved Tendon Duct Using Piezoceramic Transducers.Sensors (Basel, Switzerland) · 2020Article
- Detecting Debonding between Steel Beam and Reinforcing CFRP Plate Using Active Sensing with Removable PZT-Based Transducers.Sensors (Basel, Switzerland) · 2019Article
- Interfacial Debonding Detection for Rectangular CFST Using the MASW Method and Its Physical Mechanism Analysis at the Meso-Level.Sensors (Basel, Switzerland) · 2019Article
- Guided Wave Propagation in Detection of Partial Circumferential Debonding in Concrete Structures.Sensors (Basel, Switzerland) · 2019Article
- Monitoring of Epoxy-Grouted Bonding Strength Development between an Anchored Steel Bar and Concrete, Using PZT-Enabled Active Sensing.Sensors (Basel, Switzerland) · 2019Article
- Negative Pressure Waves Based High Resolution Leakage Localization Method Using Piezoceramic Transducers and Multiple Temporal Convolutions.Sensors (Basel, Switzerland) · 2019Article
- Crack Detection of FRP-Reinforced Concrete Beam Using Embedded Piezoceramic Smart Aggregates.Sensors (Basel, Switzerland) · 2019Article
- A Novel Embeddable Tubular Piezoceramics-Based Smart Aggregate for Damage Detection in Two-Dimensional Concrete Structures.Sensors (Basel, Switzerland) · 2019Article
- Bond-Slip Monitoring of Concrete Structures Using Smart Sensors-A Review.Sensors (Basel, Switzerland) · 2019Review
- Experimental Study for Damage Identification of Storage Tanks by Adding Virtual Masses.Sensors (Basel, Switzerland) · 2019Article
Corrections and comments
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Authors and funding
6 authors.
Funding
Abstract
To extend understanding of the bonding behavior of fiber reinforced polymer (FRP) and steel bars in self-compacting concrete (SCC), an experimental series consisting of 36 direct pull-out tests monitored by acoustic emission (AE) were performed in this paper. The test variables involved rebar type, bar diameter, embedded length, and polypropylene (PP) fiber volume content. For each test, the pull-out force and free end slip were continuously measured and compared with the corresponding AE signals. It was found that the proposed AE method was effective in detecting the debonding process between the FRP/steel bars and the hosting concrete. The AE signal strength exhibited a good correlation with the actual bond stress-slip relationship measured in each specimen. Based on the AE location technique, the invisible non-uniform distribution of bonding stress along the bar was further revealed, the initial location of damage and the debonding process were captured. Additionally, the contribution of bar-to-concrete load-bearing mechanism (chemical adhesion, friction, and mechanical interlocking) to sustain the pull-out force was effectively clarified by studying the collected signals in the frequency domain of AE methods. The experimental results demonstrate that the proposed AE method has potential to detect the debonding damage of FRP/steel bar reinforced SCC structures accurately.
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