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Author:

Chen, Fukun (Chen, Fukun.) | Xu, Le (Xu, Le.) | Zhang, Wenxue (Zhang, Wenxue.) (Scholars:张文学) | Lu, Xiangtao (Lu, Xiangtao.)

Indexed by:

EI Scopus SCIE

Abstract:

This paper investigates the influence of secondary vibration and the time interval of secondary vibration on the shrinkage properties of freshly placed concrete. In this study, four sets of cylindrical specimens with a diameter of 30 cm and a height of 100 cm were designed with different time intervals for secondary vibration. By continuously monitoring the shrinkage strain of concrete for 17 weeks, a calculation model for the early-age shrinkage strain of concrete considering the effects of secondary vibration was proposed. Concrete compressive strength tests and water expansion tests were also designed to investigate the effects of secondary vibration on compressive strength, compactness and other properties under different environments. The study results showed that secondary vibration mainly reduced concrete shrinkage during the first three days, with a reduction ratio of 10%-20%, and then stabilized. The longer the time interval for vibration, the smaller the shrinkage strain of concrete, and the more significant the improvement in compressive strength and compactness, with an increased ratio of 15%-30%. The proposed prediction model can consider the effects of secondary vibration and reflect the early-age shrinkage variation of concrete during the first seven days. After the cast concrete undergoes water absorption and expansion, it can shrink again under natural air-drying conditions, and the shrinkage rate is not affected by the time interval of secondary vibration.

Keyword:

Prediction model Compactness Compressive strength Early -age shrinkage Secondary vibration

Author Community:

  • [ 1 ] [Chen, Fukun]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing 100124, Peoples R China
  • [ 2 ] [Xu, Le]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing 100124, Peoples R China
  • [ 3 ] [Zhang, Wenxue]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing 100124, Peoples R China
  • [ 4 ] [Lu, Xiangtao]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Zhang, Wenxue]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing 100124, Peoples R China;;

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Source :

CONSTRUCTION AND BUILDING MATERIALS

ISSN: 0950-0618

Year: 2024

Volume: 435

7 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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