Development of a Finite Element Model for Simulating Concrete Fracture

The fracture behavior of concrete plays a critical role in assessing the durability, safety, and structural integrity of concrete structures. This paper presents the development of a Finite Element Model (FEM) to simulate concrete fracture mechanisms under various loading conditions. Traditional methods rely on empirical models and simplified analytical techniques, which lack the accuracy to capture complex crack propagation and nonlinear material behavior. The proposed system utilizes an advanced FEM framework with cohesive zone modeling (CZM) and crack propagation algorithms, allowing for a more realistic simulation of concrete fracture patterns. The model incorporates strain-softening behavior, material heterogeneity, and fracture energy dissipation, improving the precision of failure predictions. The results demonstrate that the proposed FEM effectively replicates concrete cracking, spalling, and fracture propagation, making it a valuable tool for structural performance analysis and failure assessment.

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2025-05-25
DOI
https://doi.org/10.5281/zenodo.15509926
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
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article

Development of a Finite Element Model for Simulating Concrete Fracture

Zenodo (CERN European Organization for Nuclear Research)
Rock Mechanics and Modeling
article

Development of a Finite Element Model for Simulating Concrete Fracture

article en

Abstract

The fracture behavior of concrete plays a critical role in assessing the durability, safety, and structural integrity of concrete structures. This paper presents the development of a Finite Element Model (FEM) to simulate concrete fracture mechanisms under various loading conditions. Traditional methods rely on empirical models and simplified analytical techniques, which lack the accuracy to capture complex crack propagation and nonlinear material behavior. The proposed system utilizes an advanced FEM framework with cohesive zone modeling (CZM) and crack propagation algorithms, allowing for a more realistic simulation of concrete fracture patterns. The model incorporates strain-softening behavior, material heterogeneity, and fracture energy dissipation, improving the precision of failure predictions. The results demonstrate that the proposed FEM effectively replicates concrete cracking, spalling, and fracture propagation, making it a valuable tool for structural performance analysis and failure assessment.

Zenodo (CERN European Organization for Nuclear Research)
Guntur Medical College (IN)
Openalex Percentile: Top 51%
Rock Mechanics and Modeling
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