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Dynamic Modulus of Elasticity of Concrete01:16

Dynamic Modulus of Elasticity of Concrete

1.2K
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by a...
1.2K
Design Example: Dimensioning of Concrete Masonry Construction01:13

Design Example: Dimensioning of Concrete Masonry Construction

453
For the construction of a storeroom using concrete masonry units, it's essential to align the dimensions of the structure with the actual sizes of the blocks and the intended mortar joints. On the site in question, there's a stockpile of concrete masonry blocks with a nominal size of eight by eight by sixteen inches, which are to be used in the construction of the storeroom.
The site engineer has laid out a plan for the storeroom with external dimensions of twelve feet in length and...
453
Design Example: Distributing Reinforcements in Concrete Sections01:22

Design Example: Distributing Reinforcements in Concrete Sections

349
The topic explores the practical aspects of adjusting steel reinforcements within a concrete beam section to meet specific design requirements. When designing a reinforced concrete beam, it is essential to distribute the steel reinforcements properly to ensure structural integrity and efficiency. The example provided details a scenario where a beam requires a total steel cross-section of 4 square inches. The engineer identifies that the available steel bars have a nominal diameter of 1.693...
349
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity01:15

Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity

786
Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
786
Elasticity in Concrete01:20

Elasticity in Concrete

487
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
487
Design Example: Joints in Concrete Pavements01:28

Design Example: Joints in Concrete Pavements

735
Concrete pavement joints are essential for maintaining the structural integrity and longevity of pavement by controlling where and how the pavement cracks. These joints can be categorized based on their functions, such as contraction or control joints, construction joints, isolation joints, and expansion joints.
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
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Related Experiment Video

Updated: Apr 18, 2026

Three-Dimensional Particle Shape Analysis Using X-ray Computed Tomography: Experimental Procedure and Analysis Algorithms for Metal Powders
10:10

Three-Dimensional Particle Shape Analysis Using X-ray Computed Tomography: Experimental Procedure and Analysis Algorithms for Metal Powders

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Three-dimensional morphological modelling of concrete using multiscale Poisson polyhedra.

J Escoda1, D Jeulin, F Willot

  • 1Centre de Morphologie Mathématique, Mathématiques et Systèmes, Mines ParisTech, Fontainebleau, France.

Journal of Microscopy
|January 21, 2015
PubMed
Summary

This study develops a random morphological model for concrete microstructures using 3D imaging and formulation data. The model accurately represents cement paste and aggregates, validated by morphological measurements.

Keywords:
Concretegranulometrymultiscale materialsrandom microstructure models

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Area of Science:

  • Materials Science
  • Civil Engineering
  • Computational Modeling

Background:

  • Understanding concrete microstructure is crucial for predicting material properties.
  • Existing models may not fully capture the complex, random nature of aggregate distribution.
  • Accurate representation of cement paste and aggregates is essential for material performance.

Purpose of the Study:

  • To develop a novel random morphological model for concrete microstructures.
  • To validate the model using experimental data and morphological measurements.
  • To provide a tool for simulating and analyzing concrete's internal structure.

Main Methods:

  • Acquisition of a 3D concrete image using microtomography.
  • Development of a two-phase model (cement paste and aggregates).
  • Modeling aggregates as a combination of scaled Poisson polyhedra.
  • Generation of polyhedra packings using a novel algorithm.
  • Validation through morphological measurements.

Main Results:

  • Successful development of a random morphological model for concrete.
  • The model accurately represents the two main phases of concrete.
  • The algorithm effectively generates realistic polyhedra packings.
  • Model validation confirmed accuracy through morphological measurements.

Conclusions:

  • The developed random morphological model provides a robust representation of concrete microstructures.
  • This model can aid in the design and analysis of concrete materials.
  • The methodology offers a pathway for simulating complex material morphologies.