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Factors Affecting Creep01:28

Factors Affecting Creep

356
In normal-weight aggregate concrete, the hardened cement paste is the primary contributor to creep, whereas the aggregates, being stiffer than the cement paste, are more resilient to stress-induced deformation. The stiffness of the aggregates is defined by their modulus of elasticity, and the more voluminous they are in the concrete, the less it will creep.
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
356
Dynamic Modulus of Elasticity of Concrete01:16

Dynamic Modulus of Elasticity of Concrete

844
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...
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Strain and Elastic Modulus01:15

Strain and Elastic Modulus

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The quantity that describes the deformation of a body under stress is known as strain. Strain is given as a fractional change in either length, volume, or geometry under tensile, volume (also known as bulk), or shear stress, respectively, and is a dimensionless quantity. The strain experienced by a body under tensile or compressive stress is called tensile or compressive strain, respectively. In contrast, the strain experienced under bulk stress and shear stress is known as volume and shear...
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Elasticity in Concrete01:20

Elasticity in Concrete

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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...
268
Hooke's Law01:26

Hooke's Law

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Hooke's law, a pivotal principle in material science, establishes that the strain a material undergoes is directly proportional to the applied stress, defined by a factor called the modulus of elasticity or Young's modulus.
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Elastic Strain Energy for Normal Stresses01:22

Elastic Strain Energy for Normal Stresses

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Strain energy quantifies the energy stored within a material due to deformation under loading conditions, a fundamental concept in materials science and engineering. The strain energy can be modeled when a material is subjected to axial loading with uniformly distributed stress. In this scenario, the stress experienced by the material is the internal force divided by the cross-sectional area, and the strain induced is directly proportional to this stress through the modulus of elasticity.
If...
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Related Experiment Video

Updated: Dec 23, 2025

Environmentally-controlled Microtensile Testing of Mechanically-adaptive Polymer Nanocomposites for ex vivo Characterization
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From Complex Modulus E* to Creep Compliance D(t): Experimental and Modeling Study.

Abdeldjalil Daoudi1, Daniel Perraton1, Anne Dony2

  • 1École de Technologie Supérieure (ÉTS), Construction Engineering, 1100 Notre-Dame Ouest, Montreal, QC H3C 1K3, Canada.

Materials (Basel, Switzerland)
|April 25, 2020
PubMed
Summary
This summary is machine-generated.

This study predicts creep compliance (D(t)) from complex modulus (E*(ω)) using advanced models. Direct tensile and compression tests yielded similar results, outperforming indirect tensile tests for pavement design.

Keywords:
2S2P1D modelcomplex moduluscreep compliancedirect compression testdirect tensile testindirect tensile test

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Area of Science:

  • Materials Science
  • Civil Engineering
  • Rheology

Background:

  • Creep compliance (D(t)) is crucial for pavement thermal cracking resistance in Mechanistic-Empirical Pavement Design Guide (MEPDG).
  • Accurate D(t) prediction is vital for reliable pavement performance modeling.

Purpose of the Study:

  • To predict creep compliance (D(t)) from complex modulus (E*(ω)) data.
  • To compare different experimental configurations for creep compliance testing.
  • To validate advanced modeling techniques for viscoelastic material characterization.

Main Methods:

  • Experimental creep tests using direct tensile, direct compression, and indirect tensile configurations.
  • Modeling creep compliance using a 2S2P1D model coupled with Kopelman approximation.
  • Calibration of the generalized Kelvin-Voigt (GKV) model to derive D(t) directly from E*(ω).

Main Results:

  • Direct tensile and direct compression tests yielded comparable D(t) results within the viscoelastic domain.
  • D(t) values from direct tensile/compression tests were higher than those from indirect tensile tests.
  • The 2S2P1D model with Kopelman approximation and the GKV model accurately predicted experimental creep compliance data.

Conclusions:

  • Direct tensile and compression tests are reliable methods for determining creep compliance.
  • The indirect tensile test presents practical challenges in creep compliance assessment.
  • Validated models effectively bridge the gap between complex modulus and creep compliance for pavement engineering applications.