Jove
Visualize
Contact Us

Related Concept Videos

Fiber Reinforced Concrete01:22

Fiber Reinforced Concrete

78
Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
78
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

117
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
117
Microcracking in Concrete01:20

Microcracking in Concrete

117
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
117
Corrosion of Reinforcement01:27

Corrosion of Reinforcement

182
The corrosion of steel reinforcement within concrete is a process influenced by the material's inherent properties and external factors. The high pH level of around 13, provided by calcium hydroxide present in concrete, initially protects the steel reinforcement by promoting the formation of a passive iron oxide layer on its surface.
However, over time and under certain conditions like carbonation, chloride ingress, and cracking this protective state can be compromised. Steel has areas with...
182
Abrasion Resistance of Concrete01:23

Abrasion Resistance of Concrete

132
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
132
Reinforcements in Concrete01:25

Reinforcements in Concrete

87
Reinforced concrete is a composite material used extensively in construction, combining the compressive strength of concrete with the tensile strength of steel. This synergy is essential as concrete, while excellent at resisting compression, is weak under tension. Steel bars, or rebars, are embedded in the concrete to handle these tensile forces. The choice of steel is strategic; it shares a similar coefficient of thermal expansion with concrete, which ensures uniformity in response to...
87

You might also read

Related Articles

Articles linked to this work by shared authors, journal, and citation graph.

Sort by
Same author

In-Plane Strengthening of Unreinforced Masonry Walls with Discrete Glass Fiber-Reinforced Polymer Grid Strips Bonded with Sprayed Polyurea.

Materials (Basel, Switzerland)·2025
Same author

Effect of GFRP Stirrup Confinement on the Bond Strength of GFRP-RC Beams.

International journal of concrete structures & materials·2024
Same author

Development of Biodegradable and Recyclable FRLM Composites Incorporating Cork Aggregates for Sustainable Construction Practices.

Materials (Basel, Switzerland)·2024
Same author

Early-Age Cracking Behavior of Concrete Slabs with GFRP Reinforcement.

Materials (Basel, Switzerland)·2023
Same author

FRP-Reinforced/Strengthened Concrete: State-of-the-Art Review on Durability and Mechanical Effects.

Materials (Basel, Switzerland)·2023
Same author

Integrated study of metal behavior in Mediterranean stream ecosystems: a case-study.

Journal of hazardous materials·2013
JoVE
x logofacebook logolinkedin logoyoutube logo
ABOUT JoVE
OverviewLeadershipBlogJoVE Help Center
AUTHORS
Publishing ProcessEditorial BoardScope & PoliciesPeer ReviewFAQSubmit
LIBRARIANS
TestimonialsSubscriptionsAccessResourcesLibrary Advisory BoardFAQ
RESEARCH
JoVE JournalMethods CollectionsJoVE Encyclopedia of ExperimentsArchive
EDUCATION
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab ManualFaculty Resource CenterFaculty Site
Terms & Conditions of Use
Privacy Policy
Policies

Related Experiment Video

Updated: Jul 1, 2025

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors
06:21

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors

Published on: April 10, 2018

7.1K

Damage Detection in FRP-Reinforced Concrete Elements.

Pranit Malla1, Seyed Saman Khedmatgozar Dolati1, Jesus D Ortiz2

  • 1Department of Civil and Environmental Engineering, Florida International University, Miami, FL 33174, USA.

Materials (Basel, Switzerland)
|March 13, 2024
PubMed
Summary

Ground-Penetrating Radar (GPR) and Phased Array Ultrasonic (PAU) methods show promise for detecting damage in Fiber-Reinforced Polymer (FRP)-reinforced concrete (FRP-RC). GPR effectively identified damage in glass-FRP and carbon-FRP, while PAU was limited to carbon-FRP damage detection.

Keywords:
FRP-reinforced concrete (FRP-RC)Fiber-Reinforced Polymer (FRP)ground-penetrating radar (GPR)non-destructive testing (NDT)phased array ultrasonic (PAU)ultrasonic testing (UT)

More Related Videos

Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures
10:00

Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures

Published on: August 31, 2017

15.4K
Applicability Analysis of Assessment Methods for Morphological Parameters of Corroded Steel Bars
10:24

Applicability Analysis of Assessment Methods for Morphological Parameters of Corroded Steel Bars

Published on: November 1, 2018

6.7K

Related Experiment Videos

Last Updated: Jul 1, 2025

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors
06:21

Installation Method to Enhance Quality Control for Fiber Reinforced Polymer Spike Anchors

Published on: April 10, 2018

7.1K
Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures
10:00

Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures

Published on: August 31, 2017

15.4K
Applicability Analysis of Assessment Methods for Morphological Parameters of Corroded Steel Bars
10:24

Applicability Analysis of Assessment Methods for Morphological Parameters of Corroded Steel Bars

Published on: November 1, 2018

6.7K

Area of Science:

  • Civil Engineering
  • Materials Science
  • Structural Health Monitoring

Background:

  • Fiber-Reinforced Polymer (FRP) composites offer superior properties like corrosion resistance and durability compared to steel in concrete structures.
  • Limited research exists on Non-Destructive Testing (NDT) methods for FRP-reinforced concrete (FRP-RC), hindering widespread adoption due to assessment challenges.

Purpose of the Study:

  • To evaluate the applicability of Ground-Penetrating Radar (GPR) and Phased Array Ultrasonic (PAU) for detecting damage in FRP-RC elements.
  • To identify the detection capabilities and limitations of GPR and PAU for various FRP types and defect scenarios.

Main Methods:

  • Investigated three slab specimens with Glass-FRP (GFRP), Carbon-FRP (CFRP), and Basalt-FRP (BFRP) reinforcements.
  • Varied bar diameter, depth, and introduced defect types to assess NDT method performance.
  • Compared damage detection results from GPR and PAU techniques.

Main Results:

  • GPR successfully detected damage in GFRP bars and CFRP strands.
  • PAU demonstrated limitations, effectively detecting damage only in CFRP strands.
  • Both methods showed potential but also highlighted specific limitations for FRP-RC assessment.

Conclusions:

  • Conventional NDT methods like GPR and PAU can be applied to FRP-RC structures for damage detection.
  • Further research is needed to refine NDT techniques for broader applicability and reliability in FRP-RC.
  • The study provides insights into the current capabilities and future research directions for NDT of FRP-RC.