Cargando…
The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology
Brittle fracture is a typical mechanical characteristic of high-strength self-compacting concrete, and the research on its toughening modification remains the highlight in the engineering field. To understand the effect of toughening materials (including polymer latex powders, rubber particles, and...
Autores principales: | , , , , , |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2023
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9967804/ https://www.ncbi.nlm.nih.gov/pubmed/36837324 http://dx.doi.org/10.3390/ma16041695 |
_version_ | 1784897356491128832 |
---|---|
author | Cheng, Zhiqing Zhao, Hong Long, Guangcheng Yang, Kai Chen, Mengting Wu, Zhi |
author_facet | Cheng, Zhiqing Zhao, Hong Long, Guangcheng Yang, Kai Chen, Mengting Wu, Zhi |
author_sort | Cheng, Zhiqing |
collection | PubMed |
description | Brittle fracture is a typical mechanical characteristic of high-strength self-compacting concrete, and the research on its toughening modification remains the highlight in the engineering field. To understand the effect of toughening materials (including polymer latex powders, rubber particles, and polyethylene fibers) on the mechanical behavior of C80 high-strength self-compacting concrete under static loading, the failure mode, mechanical strength, strain field, and crack opening displacement (COD) of prepared high-strength self-compacting concrete under compressive, splitting, and flexural loads were studied based on digital image technology (DIC). The corresponding mechanism is also discussed. The results show that the hybrid of polymer latex powders, rubber particles, and polyethylene fibers can increase the crack path and inhibit the development of macrocracks in concrete, thus turning the fracture behavior of concrete from brittle to ductile. The addition of toughening materials reduced the compressive and flexural strengths of high-strength self-compacting concrete, but it increased the splitting strength. DIC showed that the incorporation of toughening materials promoted the redistribution of strain and reduced the degree of strain concentration in high-strength self-compacting concrete. The evolution of COD in high-strength self-compacting concrete can be divided into two stages, including the linear growth stage and the plastic yield stage. The linear growth stage can be extended by incorporating toughening materials. The COD and energy absorption capacity of concrete were enhanced with the addition of toughening materials, and the best enhancement was observed with the hybrid of polymer latex powders, rubber particles, and polyethylene fibers. Overall, this research provides a reference for exploring effective technical measures to improve the toughness of high-strength self-compacting concrete. |
format | Online Article Text |
id | pubmed-9967804 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2023 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-99678042023-02-27 The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology Cheng, Zhiqing Zhao, Hong Long, Guangcheng Yang, Kai Chen, Mengting Wu, Zhi Materials (Basel) Article Brittle fracture is a typical mechanical characteristic of high-strength self-compacting concrete, and the research on its toughening modification remains the highlight in the engineering field. To understand the effect of toughening materials (including polymer latex powders, rubber particles, and polyethylene fibers) on the mechanical behavior of C80 high-strength self-compacting concrete under static loading, the failure mode, mechanical strength, strain field, and crack opening displacement (COD) of prepared high-strength self-compacting concrete under compressive, splitting, and flexural loads were studied based on digital image technology (DIC). The corresponding mechanism is also discussed. The results show that the hybrid of polymer latex powders, rubber particles, and polyethylene fibers can increase the crack path and inhibit the development of macrocracks in concrete, thus turning the fracture behavior of concrete from brittle to ductile. The addition of toughening materials reduced the compressive and flexural strengths of high-strength self-compacting concrete, but it increased the splitting strength. DIC showed that the incorporation of toughening materials promoted the redistribution of strain and reduced the degree of strain concentration in high-strength self-compacting concrete. The evolution of COD in high-strength self-compacting concrete can be divided into two stages, including the linear growth stage and the plastic yield stage. The linear growth stage can be extended by incorporating toughening materials. The COD and energy absorption capacity of concrete were enhanced with the addition of toughening materials, and the best enhancement was observed with the hybrid of polymer latex powders, rubber particles, and polyethylene fibers. Overall, this research provides a reference for exploring effective technical measures to improve the toughness of high-strength self-compacting concrete. MDPI 2023-02-17 /pmc/articles/PMC9967804/ /pubmed/36837324 http://dx.doi.org/10.3390/ma16041695 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Cheng, Zhiqing Zhao, Hong Long, Guangcheng Yang, Kai Chen, Mengting Wu, Zhi The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology |
title | The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology |
title_full | The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology |
title_fullStr | The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology |
title_full_unstemmed | The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology |
title_short | The Mechanical Characteristics of High-Strength Self-Compacting Concrete with Toughening Materials Based on Digital Image Correlation Technology |
title_sort | mechanical characteristics of high-strength self-compacting concrete with toughening materials based on digital image correlation technology |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9967804/ https://www.ncbi.nlm.nih.gov/pubmed/36837324 http://dx.doi.org/10.3390/ma16041695 |
work_keys_str_mv | AT chengzhiqing themechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT zhaohong themechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT longguangcheng themechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT yangkai themechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT chenmengting themechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT wuzhi themechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT chengzhiqing mechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT zhaohong mechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT longguangcheng mechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT yangkai mechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT chenmengting mechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology AT wuzhi mechanicalcharacteristicsofhighstrengthselfcompactingconcretewithtougheningmaterialsbasedondigitalimagecorrelationtechnology |