Modeling and Simulation on Static and Fatigue Behaviors of Intact and Frost Damaged Concrete with Ice-strengthening Effects Article Swipe
Zhao Wang
,
Fuyuan Gong
,
Tamon Ueda
·
YOU?
·
· 2021
· Open Access
·
· DOI: https://doi.org/10.3151/jact.19.346
YOU?
·
· 2021
· Open Access
·
· DOI: https://doi.org/10.3151/jact.19.346
Concrete structures serving in cold and wet regions usually suffer frost damage and thus have server deterioration. Many researches have been conducted to reveal the damaging mechanism and damaged mechanical properties of concrete under the effect of frost action. It has been widely known that the strength and stiffness of frost damaged concrete without using air-entraining agent decrease under room temperature. However, there will be a different story if the frost-damaged concrete is saturated and loaded under freezing temperature. Water existing in pores and cracks will freeze into ice, which provides additional strengthening effects. This paper presents a multi-scale modeling and simulation work on the static and fatigue behaviors of frost damaged concrete with consideration of such ice-strengthening effects. The micro-mesoscale damaging and strengthening effects induced by ice formation are modeled and integrated into the mesoscale analytical approach - Rigid Body Spring Model, and the macroscale static and fatigue behaviors are simulated. It is found that the freezing temperature has a positive (strengthening) effect on the static strength, while it has a negative effect on the fatigue life for both intact and frost-damaged concrete. Test is also conducted with available experimental evidence to validate the developed approach. Satisfactory correlation is found through the comparison between simulation and experiment.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3151/jact.19.346
- https://www.jstage.jst.go.jp/article/jact/19/4/19_346/_pdf
- OA Status
- diamond
- Cited By
- 16
- References
- 32
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W3172102290
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W3172102290Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3151/jact.19.346Digital Object Identifier
- Title
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Modeling and Simulation on Static and Fatigue Behaviors of Intact and Frost Damaged Concrete with Ice-strengthening EffectsWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2021Year of publication
- Publication date
-
2021-04-24Full publication date if available
- Authors
-
Zhao Wang, Fuyuan Gong, Tamon UedaList of authors in order
- Landing page
-
https://doi.org/10.3151/jact.19.346Publisher landing page
- PDF URL
-
https://www.jstage.jst.go.jp/article/jact/19/4/19_346/_pdfDirect link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
-
diamondOpen access status per OpenAlex
- OA URL
-
https://www.jstage.jst.go.jp/article/jact/19/4/19_346/_pdfDirect OA link when available
- Concepts
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Frost (temperature), Stiffness, Materials science, Mesoscale meteorology, Frost heaving, Geotechnical engineering, Air entrainment, Structural engineering, Frost weathering, Environmental science, Composite material, Geology, Engineering, Soil water, Climatology, Soil scienceTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
16Total citation count in OpenAlex
- Citations by year (recent)
-
2025: 4, 2024: 4, 2023: 6, 2022: 2Per-year citation counts (last 5 years)
- References (count)
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32Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.decrease | 57 |
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| abstract_inverted_index.ice-strengthening | 117 |
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| cited_by_percentile_year.min | 94 |
| countries_distinct_count | 2 |
| institutions_distinct_count | 3 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.5600000023841858 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.62215181 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |