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author:

Chen, W. (Chen, W..) [1] | Lin, B. (Lin, B..) [2] | Feng, K. (Feng, K..) [3] | Cui, S. (Cui, S..) [4] | Zhang, D. (Zhang, D..) [5]

Indexed by:

Scopus

Abstract:

Shape memory alloy (SMA) fibers are used in engineered cementitious composite (ECC) to achieve good self-healing properties in the newly developed smart cementitious material (SMA-ECC). This study focuses on the effect of SMA fiber content and preloading level on the self-healing properties of SMA-ECC through a two-stage four-point bending test. The self-healing effect was evaluated in terms of recovery of cracks, mechanical properties, and internal damage before and after self-healing. The results showed that the efficiency of the healing of cracks reduced with the increase in the width of the initial cracks. Cracks less than 50 µm width can be healed in SMA-ECC, while cracks larger than 200 µm width were the upper limit for the healing. The efficiency of the self-healing in terms of crack closure increased significantly with increasing SMA fiber content from 0.3% to 0.7% but did not change obviously when SMA fiber content increased from 0.7% to 1%. The recovery of flexural properties and damage decreased significantly with increasing preloading level. A high SMA fiber content was required for self-healing behavior at a high preloading level. At the pre-loading ratio of 50% and 70%, the recovery of flexural properties reached the maximum at the SMA fiber content of 0.7%. But at the pre-loading ratio of 90%, the recovery of flexural properties increased with increasing fiber content. © 2022 Elsevier Ltd

Keyword:

ECC; Fiber content; Preloading level; Self-healing; Shape memory alloy

Community:

  • [ 1 ] [Chen, W.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 2 ] [Chen, W.]Key Laboratory of Building Collapse Mechanism and Disaster Prevention, China Earthquake Administration, China
  • [ 3 ] [Lin, B.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 4 ] [Feng, K.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 5 ] [Cui, S.]College of Civil Engineering, Fujian University of Technology, Fuzhou, 350118, China
  • [ 6 ] [Zhang, D.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China

Reprint 's Address:

  • [Zhang, D.]College of Civil Engineering, China

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2022

Volume: 341

7 . 4

JCR@2022

7 . 4 0 0

JCR@2023

ESI HC Threshold:91

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 17

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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