Multi-axial fatigue of high-strength concrete: Model-enabled interpretation of punch-through shear test response

This paper aims to fill the gap in multi-axial fatigue characterization of concrete by presenting a comprehensive numerical analysis of data from the punch-through shear test (PTST), which allows control over combined shear and compression loads in the tested ligament. To accurately reproduce the degradation process in this multi-axial configuration, a material model must capture two key effects: (i) dissipative behavior at the inter-aggregate level during subcritical pulsating loading and (ii) fatigue-induced tri-axial stress redistribution in the test ligament. The recently published MS1 model by the authors effectively incorporates these features, thereby enabling a deeper interpretation of the experimental data. The former effect is seamlessly integrated into the model using the Lemaitre-type fatigue hypothesis, facilitating the direct derivation of general evolution equations. The latter effect is efficiently represented through the microplane homogenization framework. The model’s predictions for PTST response under monotonic shear loading with varying levels of radial confinement align well with experimental results. Similarly, the simulated fatigue response accurately reproduces the experimentally observed S-N (Wöhler) curves. Further studies demonstrate the model’s ability to predict the effect of fatigue loading sequence. A thermodynamically-based formulation provides an energetic interpretation of this effect, offering a quantitative breakdown of energy dissipation attributed to individual dissipative mechanisms over the lifetime of the material. The studies show that damage-induced dissipation remains almost constant regardless of different fatigue loading histories. • Experimental validation of constitutive fatigue hypothesis for multi-axial loading. • Visualized uniformity of fatigue degradation process over the lifetime. • Damage-induced energy remains almost constant for varied fatigue loading. • Prediction and energetically based explanation of the effect of loading sequence.

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Publication Details

Journal
Engineering Fracture Mechanics
Published
2024-10-02
DOI
https://doi.org/10.1016/j.engfracmech.2024.110532
Citations
14
Primary Topic
Fatigue and fracture mechanics
Type
article
Field-Weighted Citation Impact
3.77
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article

Multi-axial fatigue of high-strength concrete: Model-enabled interpretation of punch-through shear test response

Abedulgader Baktheer, Mario Aguilar, Rostislav Chudoba
14 citations
Engineering Fracture Mechanics
Fatigue and fracture mechanics
3.77
article

Multi-axial fatigue of high-strength concrete: Model-enabled interpretation of punch-through shear test response

Abedulgader Baktheer, Mario Aguilar, Rostislav Chudoba
article en
14 citations

Abstract

This paper aims to fill the gap in multi-axial fatigue characterization of concrete by presenting a comprehensive numerical analysis of data from the punch-through shear test (PTST), which allows control over combined shear and compression loads in the tested ligament. To accurately reproduce the degradation process in this multi-axial configuration, a material model must capture two key effects: (i) dissipative behavior at the inter-aggregate level during subcritical pulsating loading and (ii) fatigue-induced tri-axial stress redistribution in the test ligament. The recently published MS1 model by the authors effectively incorporates these features, thereby enabling a deeper interpretation of the experimental data. The former effect is seamlessly integrated into the model using the Lemaitre-type fatigue hypothesis, facilitating the direct derivation of general evolution equations. The latter effect is efficiently represented through the microplane homogenization framework. The model’s predictions for PTST response under monotonic shear loading with varying levels of radial confinement align well with experimental results. Similarly, the simulated fatigue response accurately reproduces the experimentally observed S-N (Wöhler) curves. Further studies demonstrate the model’s ability to predict the effect of fatigue loading sequence. A thermodynamically-based formulation provides an energetic interpretation of this effect, offering a quantitative breakdown of energy dissipation attributed to individual dissipative mechanisms over the lifetime of the material. The studies show that damage-induced dissipation remains almost constant regardless of different fatigue loading histories. • Experimental validation of constitutive fatigue hypothesis for multi-axial loading. • Visualized uniformity of fatigue degradation process over the lifetime. • Damage-induced energy remains almost constant for varied fatigue loading. • Prediction and energetically based explanation of the effect of loading sequence.

Engineering Fracture MechanicsVol. 311
RWTH Aachen University (DE)
Sustainable cities and communities, Climate action
Openalex Percentile: Top 6%
Fatigue and fracture mechanics
3.77
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