Interfacial design and damage of fiber-reinforced polymer composites/strengthening concrete: a review

Zhang, Hui; Pei, Xiaoyuan; Yang, Zhengxin; Luo, Shigang; Yan, Minjie; Liu, Liangsen; Xu, Zhiwei

doi:10.1007/s10853-024-09566-9

Cited by 5 publications

(2 citation statements)

References 88 publications

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“…Study focused on treating the concrete substrate of older concrete using three surface treatment methods: sandblasting, hammering, and sanding, as illustrated in Figure . Each method yields varying degrees of surface roughness . From small to large, they are sandblasting < sanding < hammering.…”

Section: Resultsmentioning

confidence: 99%

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Optimizing Epoxy Interfacial Bonding Properties and Failure Mechanism between Carbon Textile-Reinforced Mortar Composites and Concrete Substrates

Liu,

Zhang,

Pei

et al. 2024

Langmuir

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Section: Resultsmentioning

confidence: 99%

“…Each method yields varying degrees of surface roughness. 35 From small to large, they are sandblasting < sanding < hammering. Additionally, each method causes a different level of damage to the concrete.…”

Section: Effect Of Substrate Surface Treatment On Thementioning

confidence: 99%

Optimizing Epoxy Interfacial Bonding Properties and Failure Mechanism between Carbon Textile-Reinforced Mortar Composites and Concrete Substrates

Liu,

Zhang,

Pei

et al. 2024

Langmuir

Self Cite

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Performance and mechanism of dual-network cementitious material formed by acrylamide monomer in-situ polymerization and ultra-fine portland cement

Yan,

Shao,

Shu

et al. 2024

J Mater Sci

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Durability Properties of Steel Textiles and Bonding Properties at the Interface of Steel Textiles with Reinforced Mortar-Reinforced Concrete Systems

Pei,

Zhou,

Zhang

et al. 2024

Langmuir

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Aging and deterioration of building structures have been persistent concerns in the field of engineering. To address these challenges while supporting modern green and sustainable development goals, this study introduces an innovative reinforcement system that employs steel textiles as the primary reinforcing material. The steel textiles were engineered by optimizing the compatibility between steel fibers and a hot melt adhesive (HMA). These textiles were then used to reinforce concrete structures, creating a steel textile-reinforced mortar (STRM)-reinforced concrete system. The study also examined the durability of the steel textiles and the interfacial bonding performance within the STRM-reinforced concrete system. The results showed that the compatibility between steel fibers and ethylene vinyl acetate copolymer (HMA-2) is better, and the steel textiles prepared with it have superior hydrothermal and corrosion resistance. After the system had been maintained for 28 days, the overall flexural strength of the STRM-reinforced concrete system was increased by 100.03%, the interfacial shear load by 49.54%, the interfacial shear stiffness by 61.2%, and the positive tensile bond performance by 26.1%. This proves that STRM has a good reinforcement effect on the concrete reinforcement system.

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Interfacial design and damage of fiber-reinforced polymer composites/strengthening concrete: a review

Cited by 5 publications

References 88 publications

Optimizing Epoxy Interfacial Bonding Properties and Failure Mechanism between Carbon Textile-Reinforced Mortar Composites and Concrete Substrates

Optimizing Epoxy Interfacial Bonding Properties and Failure Mechanism between Carbon Textile-Reinforced Mortar Composites and Concrete Substrates

Performance and mechanism of dual-network cementitious material formed by acrylamide monomer in-situ polymerization and ultra-fine portland cement

Durability Properties of Steel Textiles and Bonding Properties at the Interface of Steel Textiles with Reinforced Mortar-Reinforced Concrete Systems

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