Explicit Dynamic Failure Analysis of a Reinforced Concrete Beam Using Impact Load

Concrete beam is one of the common components in building structure, in the long-term use process, may be affected by various factors and damage, such as chloride ion penetration, carbonization, cracks and so on. Therefore, it is of great significance to study the failure mechanism of concrete beams. This paper analyzes the failure of a reinforced concrete beam by using the method of display dynamics simulation, analyzes its failure process, the research shows that: When the beam is subjected to load, it has a large displacement and deformation. The maximum displacement is 164.12mm; the stress distribution is uneven, and the maximum equivalent stress is about 25Mpa; after the load reaches a certain degree, the beam appears obvious cracks and failures, and the scope of failure gradually expands with the increase of the load.

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Publication Details

Journal
Advances in Research
Published
2024-12-13
DOI
https://doi.org/10.9734/air/2024/v25i61206
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Explicit Dynamic Failure Analysis of a Reinforced Concrete Beam Using Impact Load

Lixiang Xie
Advances in Research
Structural Response to Dynamic Loads
article

Explicit Dynamic Failure Analysis of a Reinforced Concrete Beam Using Impact Load

Lixiang Xie
article en

Abstract

Concrete beam is one of the common components in building structure, in the long-term use process, may be affected by various factors and damage, such as chloride ion penetration, carbonization, cracks and so on. Therefore, it is of great significance to study the failure mechanism of concrete beams. This paper analyzes the failure of a reinforced concrete beam by using the method of display dynamics simulation, analyzes its failure process, the research shows that: When the beam is subjected to load, it has a large displacement and deformation. The maximum displacement is 164.12mm; the stress distribution is uneven, and the maximum equivalent stress is about 25Mpa; after the load reaches a certain degree, the beam appears obvious cracks and failures, and the scope of failure gradually expands with the increase of the load.

Advances in ResearchVol. 25(6)
North China University of Water Resources and Electric Power (CN)
Sustainable cities and communities
Openalex Percentile: Top 74%
Structural Response to Dynamic Loads
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