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

You Feng,

Jie Tang

и другие.

Buildings, Год журнала: 2024, Номер 14(12), С. 4040 - 4040

Опубликована: Дек. 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.

Язык: Английский

Experimental study on the interfacial shear performance between macro basalt fibers reinforced UHPC as repair material and normal concrete DOI
Zhiyuan Chen, Xin Wang,

Lining Ding

и другие.

Engineering Structures, Год журнала: 2025, Номер 332, С. 120044 - 120044

Опубликована: Март 8, 2025

Язык: Английский

Процитировано

0
Bonding Performance of Concrete Structure Strengthened with Ultra-High-Performance Concrete Under Bending Experiment DOI Creative Commons
Chao Zhu,

You Feng,

Jie Tang

и другие.

Buildings, Год журнала: 2024, Номер 14(12), С. 4040 - 4040

Опубликована: Дек. 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.

Язык: Английский

Процитировано

0