Skip to main navigation Skip to search Skip to main content

Improving expansion and mechanical properties of sustainable high-strength lightweight concrete incorporating cold-bonded lightweight core-shell aggregates

  • Qiao Liao
  • , Shen Yi Lu
  • , Chun Peng Zhang
  • , Jian Xin Lu*
  • , Bi Xiong Li
  • , Zhen Hua Duan
  • , Chao Ming Pang
  • , Chi Sun Poon
  • *Corresponding author for this work
  • Hong Kong Polytechnic University
  • College of Architecture and Environment
  • Tongji University
  • Southeast University, Nanjing

Research output: Contribution to journalArticlepeer-review

Abstract

This research developed sustainable high-strength lightweight concrete (HS-LWC) with low-shrinkage characteristics by combining cold-bonded lightweight core-shell aggregates and expansion agent for concrete-filled steel tubes (CFSTs) and modular integrated construction (MiC) applications. The autogenous shrinkage of HS-LWC with diverse expansion agent contents (0–8%) was investigated, and its internal relative humidity was monitored. The expansive deformation of CFSTs filled with HS-LWC was explored. The mechanical properties and micro characteristics of HS-LWC were investigated. Moreover, a pilot-scale experiment was implemented in MiC factory to verify the reliability of HS-LWC in large-scale production. The potential energy savings of high-rise HS-LWC MiC buildings were analyzed by EnergyPlus software. The results demonstrated that with the increment of expansion agent content, the mechanical strength of HS-LWC increased significantly and then decreased due to the evolution of pore structures. The HS-LWC incorporating expansion agent exhibited higher mechanical strength than normal concrete, resulting from high-strength lightweight aggregates (LWAs), dense pore structures in mortar and good interfacial transition zone between LWAs and matrix. The circumferential expansion for CFSTs at an early age was beneficial for preventing the debonding between steel tubes and HS-LWC. The early micro-expansion behaviors of HS-LWC were mainly due to the synergistic effects of expansion agent and internal curing from LWAs. A content of 4% was recommended to acquire low-shrinkage HS-LWC with high compressive strength (> 70 MPa) and low density (∼1800 kg/m3). Furthermore, a mock-up concrete module demonstrated that the developed HS-LWC could be successfully adopted in constructing structures in MiC applications. The energy conservation of high-rise HS-LWC MiC buildings was obvious, saving 2–51% in cooling energy consumption and 26–55% in heating energy consumption.

Original languageEnglish
Article number141095
JournalConstruction and Building Materials
Volume474
DOIs
StatePublished - 9 May 2025
Externally publishedYes

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 7 - Affordable and Clean Energy
    SDG 7 Affordable and Clean Energy

Keywords

  • Building energy consumption
  • Expansion behavior
  • Interfacial transition zone
  • Lightweight aggregate
  • Modular integrated construction
  • Pore structure

Fingerprint

Dive into the research topics of 'Improving expansion and mechanical properties of sustainable high-strength lightweight concrete incorporating cold-bonded lightweight core-shell aggregates'. Together they form a unique fingerprint.

Cite this