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Author:

Li, Yue (Li, Yue.) (Scholars:李悦) | Zhang, Guosheng (Zhang, Guosheng.) | Wang, Zigeng (Wang, Zigeng.) | Wang, Peng (Wang, Peng.) | Guan, Zhongzheng (Guan, Zhongzheng.)

Indexed by:

EI Scopus SCIE

Abstract:

This paper presented an integrated computational-experimental approach for evaluating elastic modulus of cement paste corroded in brine solution on nanoscale. In the first place, the cured specimens were corroded in brine solution at room temperature for 90 days. Subsequently, the elastic moduli of 32 points of the corroded cement paste specimen were measured by nanoindentation test. Then, a three-dimensional nanoindentation model was established with finite element method and modified constitutive relation. The input parameters of the model were calibrated based on the test results and linear interpolation method. Finally, the difference between the simulation results and the experimental results was compared with good agreement. Therefore, the nanoindentation model established in this paper can predict the nanoindentation experiment well and the modified constitutive relation is effective. (C) 2017 Elsevier Ltd. All rights reserved.

Keyword:

Corroded cement paste Elastic modulus Modified constitutive relation Linear interpolation method Nanoindentation model

Author Community:

  • [ 1 ] [Li, Yue]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Zhang, Guosheng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Wang, Zigeng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Peng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 5 ] [Guan, Zhongzheng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 6 ] [Li, Yue]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 7 ] [Zhang, Guosheng]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 8 ] [Wang, Peng]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 9 ] [Guan, Zhongzheng]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing, Peoples R China

Reprint Author's Address:

  • [Wang, Zigeng]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing, Peoples R China

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Related Keywords:

Source :

CONSTRUCTION AND BUILDING MATERIALS

ISSN: 0950-0618

Year: 2018

Volume: 162

Page: 459-469

7 . 4 0 0

JCR@2022

ESI Discipline: MATERIALS SCIENCE;

ESI HC Threshold:260

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count: 13

SCOPUS Cited Count: 13

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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