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Author:

Tan, Zhifei (Tan, Zhifei.) | Yang, Bin (Yang, Bin.) | Leng, Zhen (Leng, Zhen.) | Jelagin, Denis (Jelagin, Denis.) | Cao, Peng (Cao, Peng.) | Li, Rui (Li, Rui.) | Zou, Fuliao (Zou, Fuliao.)

Indexed by:

EI Scopus SCIE

Abstract:

Asphalt concrete (AC) exhibits significant tension-compression (TC) asymmetry and aggregate contacts can be one of the critical contributors to this behavior. Nevertheless, the underlying mechanisms are still unclear, and there has been no study to quantify this behavior. To fill the research gap, multiscale characterization and modeling on AC were performed in this study. At the microscale level, nanoindentation tests were conducted to characterize the aggregate contact characteristics in the contact region (CR). The CR was found to have a sandwich-like structure consisting of two interfacial layers, large filler particles, and asphalt mastic. Accordingly, micromechanical models of CR were developed to predict its mechanical behavior in tension and compresison (T&C). The modeling results showed that aggregate contacts significantly increase the compressive modulus, leading to the substantial TC asymmetry of CR. The predicted viscoelastic properties of CR were further applied to the developed mesostructural model of AC. The predicted master curves in T&C showed significant asymmetry and quantitatively agreed with the experimental ones, demonstrating the effectiveness of the adopted modeling approaches. This study is the first study to quantify the asymmetric performance of AC. The outcomes can be applied to evaluate AC's TC asymmetry effects on pavement performance. (c) 2023 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND

Keyword:

Finite element analysis Contact region Aggregate contacts Tension -compression asymmetry

Author Community:

  • [ 1 ] [Tan, Zhifei]Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
  • [ 2 ] [Yang, Bin]Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
  • [ 3 ] [Leng, Zhen]Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
  • [ 4 ] [Jelagin, Denis]Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
  • [ 5 ] [Li, Rui]Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
  • [ 6 ] [Zou, Fuliao]Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
  • [ 7 ] [Tan, Zhifei]Hong Kong Polytech Univ, Res Ctr Resources Engn Carbon Neutral, Hong Kong, Peoples R China
  • [ 8 ] [Yang, Bin]Hong Kong Polytech Univ, Res Ctr Resources Engn Carbon Neutral, Hong Kong, Peoples R China
  • [ 9 ] [Leng, Zhen]Hong Kong Polytech Univ, Res Ctr Resources Engn Carbon Neutral, Hong Kong, Peoples R China
  • [ 10 ] [Li, Rui]Hong Kong Polytech Univ, Res Ctr Resources Engn Carbon Neutral, Hong Kong, Peoples R China
  • [ 11 ] [Zou, Fuliao]Hong Kong Polytech Univ, Res Ctr Resources Engn Carbon Neutral, Hong Kong, Peoples R China
  • [ 12 ] [Jelagin, Denis]KTH Royal Inst Technol, Dept Civil & Architectural Engn, Brinellvagen 23, S-10044 Stockholm, Sweden
  • [ 13 ] [Cao, Peng]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing, Peoples R China
  • [ 14 ] [Li, Rui]Chongqing Jiaotong Univ, Natl & Local Joint Engn Res Ctr Transportat & Civi, Chongqing, Peoples R China

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Source :

MATERIALS & DESIGN

ISSN: 0264-1275

Year: 2023

Volume: 232

8 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 15

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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