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Author:

Zhang, Xu (Zhang, Xu.) | Shang, Fulin (Shang, Fulin.)

Indexed by:

SCIE EI Scopus

Abstract:

Strain bursts are often observed during compression tests of single crystal micropillars. In this work, we formulate a new continuum model that accounts for the strain bursts within the framework of crystal plasticity. The strain bursts are separated from the loading stage (nearly elastic loading) by introducing a dimensionless constant in the continuum model, and are detected by load serrations. The boundary conditions in the context of micropillar compression are studied and they are shown to be changing and unpredictable as plastic deformation proceeds. To evaluate the validity of our model, finite element simulations of the uniaxial compression tests on nickel micropillars are performed. Our simulations produce clearly visible strain bursts during the plastic flow and the produced intermittent flows are comparable with the experimental observations. For the bulk crystal, a series of strain bursts is identified in the course of plastic flow, despite an apparently smooth stress-strain response. We also show that the intermittent flow is intensified in the micrometer-scale due to both increasing numbers of the successive strain bursts and increasing amplitude of the strain burst, when the specimen size decreases. Finally, we show that the occurrences of the strain bursts are always associated with negative values of the second-order work. (C) 2013 Elsevier Ltd. All rights reserved.

Keyword:

Continuum model Micropillar Plasticity Single crystal metal Strain burst

Author Community:

  • [ 1 ] [Zhang, Xu; Shang, Fulin] Xi An Jiao Tong Univ, Sch Aerosp, State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China

Reprint Author's Address:

  • Xi An Jiao Tong Univ, Sch Aerosp, State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China.

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Source :

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

ISSN: 0020-7683

Year: 2014

Issue: 10

Volume: 51

Page: 1859-1871

2 . 2 1 4

JCR@2014

3 . 9 0 0

JCR@2020

ESI Discipline: ENGINEERING;

ESI HC Threshold:144

JCR Journal Grade:2

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count: 13

SCOPUS Cited Count: 22

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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