Experimental and numerical analysis of shear bonding behavior of interface between stone and ultra-high performance concrete made with POM fiber

W Yingxiong, Z Xinyan, H Wei, Z Xiangyu… - Engineering Structures, 2023 - Elsevier
Ultra-high performance concrete (UHPC) is a promising civil engineering cementitious
material characterized by superior mechanical properties, where the compressive strength …

[PDF][PDF] A review on performance of composite structures combining UHPC and normal concrete

TV Nguyen, TA Nguyen, AH Le - Struct. Eng. Mech, 2024 - researchgate.net
In the world, the construction science and technology industry has developed strongly
thanks to the application of Ultra-High Performance Concrete (UHPC) technology, with a …

A numerical investigation of the structural behavior of reinforced concrete beams fully or partially encased with UHPC layers in flexure

AM Jabbar, ASJ Al-Zuheriy, QA Hasan - Structures, 2024 - Elsevier
Weakness in the structural facilities appears due to design faults, poor construction, usage
change, maintenance lack, material defects, and environmental conditions. Therefore …

Bond performance of ECC-NC interface under salt freeze-thaw cycles: Damage mechanism and degradation model

J Cao, F Wu, B Zhao, H Lei, S Zhang - Structures, 2025 - Elsevier
Engineered cementitious composite (ECC) has been identified as an optimal material for
reinforcing normal concrete (NC) structures owing to its exceptional mechanical properties …

Interfacial Shear Behavior of Composite Concrete Substrate to High-Performance Concrete Overly After Exposure to Elevated Temperature

NM Zalhaf, S Fayed, MH Zakaria - International Journal of Concrete …, 2024 - Springer
Basically, the interface shear strength between two concrete layers of varying ages must be
sufficient to withstand the applied actions on the structure, specifically fire attack, which may …

Analysis of Structural Parameters of Steel–NC–UHPC Composite Beams

D Zhang, X Ma, H Shen, S Guo, C Liu - Materials, 2023 - mdpi.com
The cracking of the negative moment area of steel–normal concrete (NC) composite bridges
is common owning to the low tensile strength of concrete. In order to solve the problem, Ultra …

Leveraging Interpretable Ensemble Machine Learning for Predicting Interfacial Bond Strength Between Normal-Strength Concrete Substrate and UHPC Overlays

SC Sapkota, S Sapkota, T Bansal, M Haq… - Arabian Journal for …, 2024 - Springer
The interfacial bond strength between the normal strength concrete (NSC) substrate and
ultra-high-performance concrete (UHPC) overlays exhibits crucial significance for the …

Shear performance of interface between ultra-high performance concrete and normal concrete treated with ribs

X Zeng, P Wang, X You - Structures, 2024 - Elsevier
In order to investigate the interfacial bonding performance between ultra-high performance
concrete (UHPC) and normal concrete (NC) treated with ribs, shear push-test are conducted …

[HTML][HTML] Study on the Shear Performance of the Interface between Post-Cast Epoxy Resin Concrete and Ordinary Concrete

P Chen, H Wang, X Zhou, S Zhao - Buildings, 2024 - mdpi.com
The interface of fresh-aged concrete represents a critical vulnerability within monolithic
assembled monolithic concrete structures. In this paper, the shear performance of the …

Study of the Hydration Temperature Field in the Hinge Seal Layer for a Large-Volume UHPC Arch Base

J Yang, J Wang, C Luo, Y Ding, Y Fan - Frontiers in Materials, 2022 - frontiersin.org
For large arch bridges, the sealing hinge layer at the arch footing is critical to the long-term
performance and durability of the structure. This study investigated the temperature …