Carbon fiber reinforced concrete

Pu Woei Chen; D. D.L. Chung

Carbon fiber reinforced concrete

Pu Woei Chen
, D. D.L. Chung

Department of Mechanical and Aerospace Engineering

SUNY Buffalo

Research output: Contribution to journal › Conference article › peer-review

Abstract

The objective of this paper is to extend the technology of carbon fiber reinforced concrete to concrete of common mix proportions, i.e., concrete containing more coarse aggregate. It is found that the use of fibers + Dis (Dispersant) + Chem + microsilica increased the flexural strength by 90%, 83% and 85% respectively after 7, 14 and 28 days of curing. The effectiveness of just fibers + Dis in increasing the flexural strength is comparable to that of just Chem + microsilica.

Original language	English
Pages (from-to)	240-241
Number of pages	2
Journal	Extended Abstracts and Program - Biennial Conference on Carbon
State	Published - 1991
Event	20th Biennial Conference on Carbon - Santa Barbara, CA, USA Duration: Jun 23 1991 → Jun 28 1991

Cite this

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title = "Carbon fiber reinforced concrete",

abstract = "The objective of this paper is to extend the technology of carbon fiber reinforced concrete to concrete of common mix proportions, i.e., concrete containing more coarse aggregate. It is found that the use of fibers + Dis (Dispersant) + Chem + microsilica increased the flexural strength by 90\%, 83\% and 85\% respectively after 7, 14 and 28 days of curing. The effectiveness of just fibers + Dis in increasing the flexural strength is comparable to that of just Chem + microsilica.",

author = "Chen, \{Pu Woei\} and Chung, \{D. D.L.\}",

year = "1991",

language = "English",

pages = "240--241",

journal = "Extended Abstracts and Program - Biennial Conference on Carbon",

issn = "0160-7464",

note = "20th Biennial Conference on Carbon ; Conference date: 23-06-1991 Through 28-06-1991",

}

TY - JOUR

T1 - Carbon fiber reinforced concrete

AU - Chen, Pu Woei

AU - Chung, D. D.L.

PY - 1991

Y1 - 1991

N2 - The objective of this paper is to extend the technology of carbon fiber reinforced concrete to concrete of common mix proportions, i.e., concrete containing more coarse aggregate. It is found that the use of fibers + Dis (Dispersant) + Chem + microsilica increased the flexural strength by 90%, 83% and 85% respectively after 7, 14 and 28 days of curing. The effectiveness of just fibers + Dis in increasing the flexural strength is comparable to that of just Chem + microsilica.

AB - The objective of this paper is to extend the technology of carbon fiber reinforced concrete to concrete of common mix proportions, i.e., concrete containing more coarse aggregate. It is found that the use of fibers + Dis (Dispersant) + Chem + microsilica increased the flexural strength by 90%, 83% and 85% respectively after 7, 14 and 28 days of curing. The effectiveness of just fibers + Dis in increasing the flexural strength is comparable to that of just Chem + microsilica.

UR - https://www.scopus.com/pages/publications/0025898068

M3 - Conference article

AN - SCOPUS:0025898068

SN - 0160-7464

SP - 240

EP - 241

JO - Extended Abstracts and Program - Biennial Conference on Carbon

JF - Extended Abstracts and Program - Biennial Conference on Carbon

T2 - 20th Biennial Conference on Carbon

Y2 - 23 June 1991 through 28 June 1991

ER -

Carbon fiber reinforced concrete

Abstract

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