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Interface bonding characteristics of 3D printed ultra-high performance concrete after elevated temperatures

Liang Dong, Yekai Yang, Zhongxian Liu, Yan Zhang, Chengqing Wu

2024Journal of Building Engineering14 citationsDOIOpen Access PDF

Abstract

This study explored the influence of elevated-temperature exposure and interlayer time intervals on the interface bonding strength of hybrid-fibre 3D printed ultra-high-performance concrete (3DP-UHPC), and analysed the potential mechanisms driving these observed results. A relationship model for the bonding strength of hybrid fibre 3DP-UHPC in elevated-temperature environments was proposed. Results revealed that at 800°C, localized damage occurred in 3DP-UHPC, but the addition of 0.5% polypropylene fibres delayed the occurrence of spalling behaviour and enhanced its elevated-temperature resistance. Furthermore, as the time interval increased, the bonding strength of 3DP-UHPC gradually decreased, particularly at temperatures above 400°C, where the melting and volatilization of polypropylene fibres negatively affected the bonding strength. The study suggested that polypropylene fibres inhibited spalling behaviour of 3DP-UHPC after elevated temperatures through moisture loss and thermal stability. However, they may also lead to interface weakening, resulting in a decrease in bonding strength. These findings provide important guidance for further development and design of 3DP-UHPC structures in elevated-temperature environments.

Topics & Concepts

Interface (matter)Materials scienceComposite materialStructural engineeringEngineeringWettingSessile drop techniqueInnovations in Concrete and Construction MaterialsConcrete and Cement Materials ResearchInnovative concrete reinforcement materials
Interface bonding characteristics of 3D printed ultra-high performance concrete after elevated temperatures | Litcius