Output details
15 - General Engineering
Heriot-Watt University (joint submission with University of Edinburgh)
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Output 0 of 0 in the submission
Article title
Deformation of continuous reinforced concrete beams during patch repair
Type
D - Journal article
Title of journal
Structural Concrete
Article number
-
Volume number
11
Issue number
3
First page of article
149
ISSN of journal
1464-4177
Year of publication
2010
URL
-
Number of additional authors
1
Additional information
Leading from earlier funded EPSRC research [EPSRC Grant GR/F01727/01, £55k pre-FEC], this is the first of three papers dealing with patch repair of continuous beams. Results demonstrate that existing practice of ignoring any contribution of exposed reinforcement during structural repair may be unduly conservative. This research enables the repair process to be accelerated by allowing break out of deteriorated concrete in larger segments and with less temporary support. The benefits are less disruptive to users and to sustainability through, for example, reducing traffic emissions due to congestion when undertaking bridge repair.
Interdisciplinary
-
Cross-referral requested
-
Research group
D - Infrastructure & Environment
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-
