超高性能混凝土-既有普通混凝土界面粘结性能研究综述

doi:10.11896/cldb.21120057

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Abstract Ultra-high performance concrete (UHPC) has exceptional mechanical properties and durability, which offers that for broad exploitations such as composite members and structural reinforcement. Among various raised technical issues, the interfacial bonding performance between the UHPC and existing normal concrete (NC) signifies a very crucial one. This paper summarizes the research progress of the UHPC-NC on the interface bonding performance test methods, calculation formulas of the interfacial shear strength, influencing factors, and interface durability at home and abroad. The shortcomings of this test for the UHPC-NC are introduced and explained, and the applicability of formulas for evaluating the interfacial shear strength in various specifications pertinent to the UHPC-NC is explored. The effects of various factors on the UHPC-NC interface bonding performance are also analyzed, including fiber, interface roughness, interface moisture content, bonding agent, the strength of existing concrete, cementitious material, and curing system. The strengthening mechanism of the interface characteristics is expounded, and the current research on durability is discussed. The obtained results reveal that the interfacial bonding strength of the UHPC-NC is excellent, in which the appropriate curing system and fiber can reduce the shrinkage of the UHPC and enhance the compatibility between materials. The growth of the interface roughness and existing concrete strength can effectively avoid interface failure. Bonding agents, cementitious material and appropriate interfacial moisture content can improve the interfacial transition zone. The UHPC-NC interface exhibits good impermeability and freeze-thaw resistance.

Key words： ultra-high performance concrete existing normal concrete interfacial properties test influencing factors durability

Published: 25 August 2023 Online: 2023-08-14

CLC number:	TU528
	TU317.1

Fund:Construction Technology Development Research Project of Fujian Provincial Department of Housing and Urban Rural Development (2020-K-13), Natural Science Foundation of Fujian Province (2021J05124), China Postdoctoral Science Foundation (2020M671951), and Quanzhou Science and Technology Planning Project (2021N176S).

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	Articles by authors
	WU Yingxiong
	ZHENG Xinyan
	HUANG Wei
	ZHENG Xiangyu
	CHEN Baochun

Cite this article:

WU Yingxiong,ZHENG Xinyan,HUANG Wei, et al. Review of Interface Bond Behavior Between Ultra-high Performance Concrete and Existing Normal Concrete[J]. Materials Reports, 2023, 37(16): 21120057-11.

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http://www.mater-rep.com/EN/10.11896/cldb.21120057 OR http://www.mater-rep.com/EN/Y2023/V37/I16/21120057

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