Structural Design Calculation of Basalt Fiber Polymer-Modified RPC Beams Subjected to Four-Point Bending Article Swipe
Yafeng Gong
,
Jianxing Yang
,
Xin He
,
Xiang Lyu
,
Hanbing Liu
·
YOU?
·
· 2021
· Open Access
·
· DOI: https://doi.org/10.3390/polym13193261
YOU?
·
· 2021
· Open Access
·
· DOI: https://doi.org/10.3390/polym13193261
In this paper, a basalt fiber surface was treated with coupling agent KH-550 and hydrochloric acid, and the basalt fiber polymer-modified active powder concrete (RPC) material was prepared. There are significant differences in material composition and properties between basalt fiber polymer-modified RPC and ordinary concrete, and the structural design calculation (cracking moment and normal section bending bearing capacity) of an ordinary reinforced concrete beam is no longer applicable. Thus, mechanical parameters such as displacement and strain of reinforcement basalt fiber polymer-modified RPC beams subjected to four-point bending were tested. The excellent compressive and tensile strengths of basalt fiber polymer-modified RPC were fully utilized. The tensile strength of basalt fiber polymer-modified RPC in the tensile zone of the beam was considered in the calculation of normal section bending bearing capacity of reinforcement basalt fiber polymer-modified RPC beams. The results showed that the measured values of the cracking moment and ultimate failure bending moment of reinforcement basalt fiber polymer-modified RPC beams were in good agreement with the calculated values. The established formulas for cracking moment and normal section bending bearing capacity can provide references for the design of reinforcement basalt fiber polymer-modified RPC simply supported beam and promote the wide application of basalt fiber polymer-modified RPC materials in practical engineering.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/polym13193261
- https://www.mdpi.com/2073-4360/13/19/3261/pdf?version=1632737422
- OA Status
- gold
- Cited By
- 10
- References
- 28
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W3203193230
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W3203193230Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3390/polym13193261Digital Object Identifier
- Title
-
Structural Design Calculation of Basalt Fiber Polymer-Modified RPC Beams Subjected to Four-Point BendingWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2021Year of publication
- Publication date
-
2021-09-24Full publication date if available
- Authors
-
Yafeng Gong, Jianxing Yang, Xin He, Xiang Lyu, Hanbing LiuList of authors in order
- Landing page
-
https://doi.org/10.3390/polym13193261Publisher landing page
- PDF URL
-
https://www.mdpi.com/2073-4360/13/19/3261/pdf?version=1632737422Direct link to full text PDF
- Open access
-
YesWhether a free full text is available
- OA status
-
goldOpen access status per OpenAlex
- OA URL
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https://www.mdpi.com/2073-4360/13/19/3261/pdf?version=1632737422Direct OA link when available
- Concepts
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Basalt fiber, Materials science, Composite material, Ultimate tensile strength, Fiber, Bending, Bending moment, Polymer, Cracking, Bearing capacity, Compressive strength, Beam (structure), Structural engineering, Geotechnical engineering, Geology, EngineeringTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
10Total citation count in OpenAlex
- Citations by year (recent)
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2025: 4, 2024: 1, 2023: 4, 2022: 1Per-year citation counts (last 5 years)
- References (count)
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28Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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