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Author:

Wang, Xiaojuan (Wang, Xiaojuan.) | Liu, Lu (Liu, Lu.) | Zhou, Hongyuan (Zhou, Hongyuan.) (Scholars:周宏元) | Song, Tianyi (Song, Tianyi.) | Qiao, Qiyun (Qiao, Qiyun.) | Zhang, Hong (Zhang, Hong.)

Indexed by:

EI Scopus SCIE

Abstract:

As a new composite material by adding ceramsite into foam concrete, lightweight aggregate foam concrete (LWAFC), mainly composed of cement, water, performed foam, and ceramsite, exhibits excellent compressive performance. To facilitate its application in structure protection where energy absorption is concerned, the responses of ceramsite foam concrete were investigated experimentally and numerically with meso-scale model. First, a compression test (loading rate of 5 mm/min) on cubic LWAFC specimens with side length of 100 mm was conducted, in which two different failure modes, namely foam concrete failure and through-ceramsite failure, were observed. Meanwhile, it was found that the compressive strength of LWAFC specimens increased with increasing foam concrete density. Based on synchrotron radiation CT on foam concrete, a two-dimensional meso-scale numerical model with size of 100 x 100 mm was established. The failure mode, compressive strength, plateau stress, and energy absorption capacity of the LWAFC with an averaged loading rate of 1 m/s were systematically investigated. In particular, the underlying mechanism for the two distinctive failure modes was revealed as the strength match between the foam concrete and ceramsite. Subsequently, the performance of LWAFC was significantly improved by reasonably designing the foam concrete and ceramsite with optimized strength match. (c) 2021 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).

Keyword:

Meso-scale model Energy absorption Failure mode Compressive strength Quasi-static compression Lightweight aggregate foam concrete

Author Community:

  • [ 1 ] [Wang, Xiaojuan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Liu, Lu]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Zhou, Hongyuan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Song, Tianyi]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 5 ] [Qiao, Qiyun]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 6 ] [Zhou, Hongyuan]Beijing Inst Technol, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China
  • [ 7 ] [Zhang, Hong]Beijing Inst Technol, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China

Reprint Author's Address:

  • 周宏元

    [Zhou, Hongyuan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

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Source :

MATERIALS & DESIGN

ISSN: 0264-1275

Year: 2021

Volume: 208

8 . 4 0 0

JCR@2022

ESI Discipline: MATERIALS SCIENCE;

ESI HC Threshold:116

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count: 44

SCOPUS Cited Count: 48

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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