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Author:

Shen, J. (Shen, J..) | Li, Y. (Li, Y..) | Lin, H. (Lin, H..) | Liu, J. (Liu, J..)

Indexed by:

EI Scopus SCIE

Abstract:

This paper studied the effects of microwave power and time on microstructure and mechanical properties of Ultra-High Performance Geopolymer Concrete (UHPGC) matrix. Results show that conducting microwave treatment at curing age of 3d is suitable, the optimal microwave power and time are 560 W and 180 s with the 3d compressive strength and flexural strength of 125.4 MPa and 6.0 MPa. The large amount of heat generates in UHPGC matrix under microwave field, which leads to the increase in temperature within the UHPGC matrix. Due to hydration promotion caused by internal temperature rise, the tighter gels accumulation and lower porosity can be observed, which results in the remarkable improvement of compressive strength. However, microwave heating causes higher proportion of large pores and more generation of “melon seed flake” hybrid crosslinking products mainly including N-A-S-H, which will result in the reduction of flexural strength. Moreover, microwave pre-curing is more suitable for preparing UHPGC compared with the oven pre-curing comprehensively considering the early age compressive strength enhancement and energy consumption. © 2024 Elsevier Ltd

Keyword:

Ultra-High Performance Mechanical properties Microwave pre-curing Geopolymer concrete Mechanism analysis

Author Community:

  • [ 1 ] [Shen J.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Li Y.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Lin H.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Liu J.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2024

Volume: 414

7 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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