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15 - General Engineering

University of Liverpool

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Article title

Structural behaviour of RC beams externally strengthened with FRP sheets under fatigue and monotonic loading

Type

D - Journal article

DOI

10.1016/j.engstruct.2012.03.024

Title of journal

Engineering Structures

Article number

Volume number

Issue number

First page of article

ISSN of journal

01410296

Year of publication

2012

URL

Number of additional authors

Additional information

The paper shows that a Fibre Re-enforced Plastic (FRP) concrete beam offers a lower ultimate deflection than the non-strengthened beam by up to 70% when subjected to one million cycles of fatigue loading. The beam reinforced by diagonal FRP sheets has the first crack load 25% higher than that of the reference beam. The paper was one of the 20 most downloaded papers in 2012 from the journal Engineering Structures (evidence file Guan3-1.pdf).

Interdisciplinary

Cross-referral requested

Research group

None

Proposed double-weighted

Double-weighted statement

Reserve for a double-weighted output

Non-English

English abstract