Damage monitoring of cement paste by electrical resistance measurement

Sihai Wen; D. D.L. Chung

doi:10.1016/S0008-8846(00)00351-3

Damage monitoring of cement paste by electrical resistance measurement

Sihai Wen
, D. D.L. Chung

Department of Mechanical and Aerospace Engineering

SUNY Buffalo

Research output: Contribution to journal › Article › peer-review

62 Scopus citations

Abstract

Electrical resistance measurement is an effective method for monitoring damage and healing of cement pastes in real time during repeated compressive loading. The damage may be due to damage infliction and subsequent microcrack opening and healing may be due to microcrack closing. Damage causes the resistance to increase, while healing causes the resistance to decrease.

Original language	English
Pages (from-to)	1979-1982
Number of pages	4
Journal	Cement and Concrete Research
Volume	30
Issue number	12
DOIs	https://doi.org/10.1016/S0008-8846(00)00351-3
State	Published - Dec 2000

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title = "Damage monitoring of cement paste by electrical resistance measurement",

abstract = "Electrical resistance measurement is an effective method for monitoring damage and healing of cement pastes in real time during repeated compressive loading. The damage may be due to damage infliction and subsequent microcrack opening and healing may be due to microcrack closing. Damage causes the resistance to increase, while healing causes the resistance to decrease.",

author = "Sihai Wen and Chung, \{D. D.L.\}",

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AU - Wen, Sihai

AU - Chung, D. D.L.

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N2 - Electrical resistance measurement is an effective method for monitoring damage and healing of cement pastes in real time during repeated compressive loading. The damage may be due to damage infliction and subsequent microcrack opening and healing may be due to microcrack closing. Damage causes the resistance to increase, while healing causes the resistance to decrease.

AB - Electrical resistance measurement is an effective method for monitoring damage and healing of cement pastes in real time during repeated compressive loading. The damage may be due to damage infliction and subsequent microcrack opening and healing may be due to microcrack closing. Damage causes the resistance to increase, while healing causes the resistance to decrease.

UR - https://www.scopus.com/pages/publications/0034428029

U2 - 10.1016/S0008-8846(00)00351-3

DO - 10.1016/S0008-8846(00)00351-3

M3 - Article

AN - SCOPUS:0034428029

SN - 0008-8846

VL - 30

SP - 1979

EP - 1982

JO - Cement and Concrete Research

JF - Cement and Concrete Research

IS - 12

ER -

Damage monitoring of cement paste by electrical resistance measurement

Abstract

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