Jove
Visualize
Contact Us
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 Concept Videos

Mortar Joint Deterioration in Masonry01:13

Mortar Joint Deterioration in Masonry

139
Mortar joint deterioration is a significant concern in masonry structures, with water accumulation in the joints leading to damage from freeze-thaw cycles. The repeated expansion of water during freezing and its melting during thawing develop and propagate cracks in the masonry joints. Eventually, this leads to the spalling of mortar from the joints, loosening masonry units and weakening the structure. The deteriorated mortar joints are also vulnerable to moisture intrusion into the walls.
The...
139
Composite Masonry Walls01:18

Composite Masonry Walls

1.2K
Composite masonry walls combine multiple wythes of the same or different masonry materials to create a unified structure. These walls feature wythes that are bonded together either through mortar-filled collar joints, grouted spaces, or more commonly, with rigid metal ties and reinforcements, with the use of masonry header units being rare. Metal ties are preferred because they effectively minimize water penetration, as these walls primarily absorb moisture and then release it into the...
1.2K
Reinforced Brick Masonry01:15

Reinforced Brick Masonry

1.1K
Reinforced brick masonry is an advanced construction technique that enhances the structural integrity of brick walls by incorporating steel reinforcements. These reinforcements are either placed within the hollow cores of bricks or sandwiched between two layers of masonry, known as wythes, and are then secured in place with grout. Grout is a fluid mixture composed of Portland cement, aggregate, and water, providing the necessary bonding agent for the steel and brick.
To fortify brick walls...
1.1K
Microcracking in Concrete01:20

Microcracking in Concrete

151
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...
151
Mortar Properties01:17

Mortar Properties

153
Mortar properties encompass a range of characteristics crucial for construction and masonry work, including workability, water retention, bond strength, durability, compressive strength, volume change, and appearance. Workability refers to mortar's ability to be easily applied and manipulated without sagging or falling off surfaces, which is important for efficient masonry unit placement and alignment. Water retention is essential to prevent the mortar from losing moisture too quickly to...
153
Expansion and Contraction in Masonry Walls01:19

Expansion and Contraction in Masonry Walls

984
Masonry walls are subject to slight expansion and contraction due to variations in temperature and moisture. Thermal movement in masonry is relatively straightforward to measure and plan for. On the other hand, moisture movement poses more of a challenge. New clay masonry units typically absorb water and expand over time under normal environmental conditions. Conversely, new concrete masonry units tend to shrink as they lose the excess moisture acquired during their production process.
To...
984

You might also read

Related Articles

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

Sort by
Same author

Seismic resilience of urban networks: dataset for infrastructure visualization and vulnerability assessment.

Scientific data·2025
Same author

Effect of buoyancy loads on the tsunami fragility of existing reinforced concrete frames including consideration of blow-out slabs.

Scientific reports·2023
Same author

Reinforcement Corrosion in RC Hollow Piers: Destructive and Non-Destructive Tests.

Materials (Basel, Switzerland)·2023
Same author

Strain Monitoring and Crack Detection in Masonry Walls under In-Plane Shear Loading Using Smart Bricks: First Results from Experimental Tests and Numerical Simulations.

Sensors (Basel, Switzerland)·2023
Same author

Cu<sup>2+</sup> ions modulate the interaction between α-synuclein and lipid membranes.

Journal of inorganic biochemistry·2022
Same author

Cost and Effectiveness of Fiber-Reinforced Polymer Solutions for the Large-Scale Mitigation of Seismic Risk in Reinforced Concrete Buildings.

Polymers·2021

Related Experiment Video

Updated: Jul 23, 2025

Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
11:07

Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior

Published on: June 27, 2018

11.2K

Effects of Defects on Masonry Confinement with Inorganic Matrix Composites.

Gian Piero Lignola1, Gaetano Manfredi1, Andrea Prota1

  • 1Department of Structures for Engineering and Architecture, University of Naples "Federico II", 80125 Napoli, Italy.

Materials (Basel, Switzerland)
|July 14, 2023
PubMed
Summary

This study investigates variability in fabric-reinforced cementitious matrix (FRCM) composites for structural strengthening. A new theoretical approach identifies material defects as the primary cause of scatter in FRCM confinement efficiency.

Keywords:
confinement applicationsdefectsexperimental scatterexperimental validationfabric-reinforced cementitious matrix (FRCM) compositesstress vs. strain relationshiptheoretical incremental approach

More Related Videos

Quasistatic Mechanical Testing for Computer-Aided Design and Manufacturing Occlusal Veneers Cemented to Milled Dentin Analog Material
07:42

Quasistatic Mechanical Testing for Computer-Aided Design and Manufacturing Occlusal Veneers Cemented to Milled Dentin Analog Material

Published on: December 20, 2024

426
Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
05:38

Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests

Published on: March 7, 2025

372

Related Experiment Videos

Last Updated: Jul 23, 2025

Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
11:07

Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior

Published on: June 27, 2018

11.2K
Quasistatic Mechanical Testing for Computer-Aided Design and Manufacturing Occlusal Veneers Cemented to Milled Dentin Analog Material
07:42

Quasistatic Mechanical Testing for Computer-Aided Design and Manufacturing Occlusal Veneers Cemented to Milled Dentin Analog Material

Published on: December 20, 2024

426
Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
05:38

Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests

Published on: March 7, 2025

372

Area of Science:

  • Civil Engineering
  • Materials Science

Background:

  • Fabric-reinforced cementitious matrix (FRCM) composites are increasingly used for strengthening existing structures.
  • Confinement applications of FRCM show significant experimental result scatter, hindering theoretical model establishment.

Purpose of the Study:

  • To identify potential sources of scatter in the confinement efficiency of FRCM wrappings.
  • To develop a theoretical approach simulating defects like fiber slip and premature fiber failure.

Main Methods:

  • A novel, non-iterative incremental theoretical approach was developed.
  • The approach simulates defects influencing FRCM confinement efficiency.
  • Theoretical results were compared against experimental data from prior studies.

Main Results:

  • Material defects, including fiber slip and premature fiber failure, were identified as the main sources of variability.
  • The proposed theoretical approach successfully simulated the effects of these defects.
  • The model demonstrated satisfactory simulation of high scatter observed in experimental FRCM confinement results.

Conclusions:

  • The developed incremental approach effectively models defects causing scatter in FRCM confinement.
  • This methodology aids in understanding and predicting FRCM performance variability.
  • Future research can incorporate additional material uncertainties for enhanced model accuracy.