Modeling Fatigue Damage of Concrete

Dobromil Pryl; Jitka Mikolášková; Radomír Pukl

doi:10.4028/www.scientific.net/KEM.577-578.385

Paper Titles

Analytical Design of Gigacycle Fatigue Specimens for Size Effect Evaluation
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Propagation Behavior of Naturally Initiated Small Crack in Austenitic Heat Resistant Steel under Thermo-Mechanical Fatigue Loading
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The Role of Methane Hydrates in the Failure of a Gas Pipeline
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Numerical Investigation on LEFM Limits under LSY Conditions
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Modeling Fatigue Damage of Concrete
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Experimental and Numerical Investigation of Delamination in Curved-Beam Multidirectional Laminated Composite Specimen
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Three-Dimensional Finite Element Analysis of Single-Lap Joints: Effect of Adhesive Thickness and Poisson's Ratio
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BEM Analysis of a Piezoelectric Structural Health Monitoring System for Delamination Detection
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HomeKey Engineering MaterialsKey Engineering Materials Vols. 577-578Modeling Fatigue Damage of Concrete

Modeling Fatigue Damage of Concrete

Abstract:

Numerical model for fatigue crack propagation within the framework of finite element smeared crack analysis is presented. It concentrates on modeling of fatigue behavior of material under tensile load which causes initiation and growth of cracks in concrete. The fatigue material model is an extension of existing static three-dimensional fracture-plastic material model, and as such it has been implemented into the ATENA Finite Element software package. The developed model has been used to model experiments with high-cycle loading of three point bending concrete specimens tested by collaborating institutions. Analysis results are compared to the measurements.

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Advances in Fracture and Damage Mechanics XII

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Periodical:

Key Engineering Materials (Volumes 577-578)

Pages:

385-388

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.577-578.385

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Online since:

September 2013

Authors:

Dobromil Pryl, Jitka Mikolášková, Radomír Pukl

Keywords:

Concrete, Fatigue, Fracture, High-Cycle, Simulation, Smeared Crack, Three Point Bending

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References

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