Bonding Performance of Concrete Structure Strengthened with Ultra-High-Performance Concrete Under Bending Experiment DOI Creative Commons
Chao Zhu,

You Feng,

Jie Tang

et al.

Buildings, Journal Year: 2024, Volume and Issue: 14(12), P. 4040 - 4040

Published: Dec. 19, 2024

Ultra-high-performance concrete is widely used in bridge strengthening to improve mechanical performance and durability. Interfacial bonding a key factor ensuring the effectiveness of ultra-high-performance strengthening. The bending test UHPC–NC composite structure was carried out this article. effects groove treatment type epoxy resin were considered discuss damage modes, load–deflection relationships, strengths. interfacial tensile strength distribution pattern cracks clarified. results showed that (a) only 22.2% groove-treated specimens failed due surface failure, indicating has high degree reliability; (b) with an adhesive interface lowest. It 21% higher than pure normal specimen, effective synergistic force cannot be achieved; (c) treated positive trapezoidal keyway exhibited highest strength, increase approximately 200% compared specimens. right-angled inverted grooves increased by 100% Based on established three-dimensional numerical model analysis under economic safe conditions, specimen exhibits superior bonding–tensile performances.

Language: Английский

A comprehensive investigation on the shear behavior of UHPFRC-NC interface DOI
Hanming Zhang, Jianchun Xiao, Jing Chen

et al.

International Journal of Mechanical Sciences, Journal Year: 2025, Volume and Issue: unknown, P. 110309 - 110309

Published: April 1, 2025

Language: Английский

Citations

0

Fatigue shear failure mechanism and prediction method for UHPC-NC bond interfaces DOI

Huaqian Zhong,

Zhiliang Chen, Changxi Liu

et al.

Engineering Structures, Journal Year: 2025, Volume and Issue: 336, P. 120455 - 120455

Published: April 26, 2025

Language: Английский

Citations

0

Flexural behavior of UHPC encased steel composite beams: Experiment and numerical simulation DOI
Guixiang Chen,

Tian Gan,

Xiaolong Gao

et al.

Journal of Constructional Steel Research, Journal Year: 2024, Volume and Issue: 226, P. 109233 - 109233

Published: Dec. 6, 2024

Language: Английский

Citations

2

Bonding Performance of Concrete Structure Strengthened with Ultra-High-Performance Concrete Under Bending Experiment DOI Creative Commons
Chao Zhu,

You Feng,

Jie Tang

et al.

Buildings, Journal Year: 2024, Volume and Issue: 14(12), P. 4040 - 4040

Published: Dec. 19, 2024

Ultra-high-performance concrete is widely used in bridge strengthening to improve mechanical performance and durability. Interfacial bonding a key factor ensuring the effectiveness of ultra-high-performance strengthening. The bending test UHPC–NC composite structure was carried out this article. effects groove treatment type epoxy resin were considered discuss damage modes, load–deflection relationships, strengths. interfacial tensile strength distribution pattern cracks clarified. results showed that (a) only 22.2% groove-treated specimens failed due surface failure, indicating has high degree reliability; (b) with an adhesive interface lowest. It 21% higher than pure normal specimen, effective synergistic force cannot be achieved; (c) treated positive trapezoidal keyway exhibited highest strength, increase approximately 200% compared specimens. right-angled inverted grooves increased by 100% Based on established three-dimensional numerical model analysis under economic safe conditions, specimen exhibits superior bonding–tensile performances.

Language: Английский

Citations

0