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Related Concept Videos

Factors Affecting Creep01:28

Factors Affecting Creep

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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...
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Creep in Concrete01:22

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Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
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Effects of Creep01:25

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Creep in concrete, the gradual deformation under prolonged stress, significantly impacts the integrity of structures. For reinforced concrete beams, it can be a vital design consideration, as it increases deflection, sometimes necessitating additional design measures. In columns, especially slender ones under eccentric loads, creep can cause buckling, compromising their stability. However, creep can be beneficial in indeterminate structures by mitigating stresses that arise from shrinkage,...
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The interval estimate of any variable is known as the prediction interval. It helps decide if a point estimate is dependable.
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Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
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Fatigue01:21

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Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
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Prediction of creep failure time using machine learning.

Soumyajyoti Biswas1,2, David Fernandez Castellanos3, Michael Zaiser4

  • 1WW8-Materials Simulation, Department of Materials Science, Friedrich-Alexander-Universität Erlangen-Nürnberg, Dr.-Mack-Str. 77, 90762, Fürth, Germany.

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Summary
This summary is machine-generated.

Machine learning accurately predicts material failure time by analyzing creep damage signals. This approach surpasses previous methods, offering better predictions for disordered materials, especially those with higher disorder levels.

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Area of Science:

  • Materials Science
  • Physics
  • Computational Science

Background:

  • Subcritical loads on disordered materials induce creep damage, progressing through decelerating, steady-state, and accelerating creep regimes.
  • Predicting material failure from creep rate has been challenging due to complex spatial correlations in damage.
  • Acoustic emission patterns reflect damage accumulation but are difficult to interpret for failure prediction.

Purpose of the Study:

  • To develop a more effective method for predicting the remaining time to failure in disordered materials.
  • To leverage supervised machine learning to analyze complex spatio-temporal damage patterns.
  • To improve the accuracy of failure prediction compared to existing approaches.

Main Methods:

  • Utilized a mesoscale elastoplastic model to simulate creep damage evolution in disordered solids.
  • Employed supervised machine learning algorithms to process temporal signals from the simulations.
  • Analyzed time series data of acoustic emissions as a proxy for damage accumulation.

Main Results:

  • Machine learning models successfully estimated the remaining time to failure.
  • Predictability was higher in materials with greater disorder and lower in larger systems.
  • The machine learning approach significantly outperformed previously proposed prediction methods.

Conclusions:

  • Supervised machine learning offers a robust framework for predicting material failure from creep damage signals.
  • The method's effectiveness is influenced by material disorder and system size.
  • This advanced technique provides a substantial improvement in predicting catastrophic breakdown in disordered materials.