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Output details

14 - Civil and Construction Engineering

Imperial College London

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Article title

Blinding struts - Part 1: Buckling response

Type
D - Journal article
Title of journal
Engineering Structures
Article number
-
Volume number
33
Issue number
9
First page of article
2563
ISSN of journal
0141-0296
Year of publication
2011
URL
-
Number of additional authors
3
Additional information

Experimental and numerical research, funded by EPSRC (Grant: EP/D505488/1), develops scientific basis for the design of blinding struts. Relatively thin blinding struts shown to have significantly greater axial resistance than commonly supposed before failing in upheaval buckling, allowing considerable economies to be achieved in design. Validates assumptions on major infrastructure projects engineered by Mott MacDonald, including Channel Tunnel, Limehouse Link and the Heathrow Cofferdam. Used to persuade some clients to sanction blinding struts since behaviour now considered more certain and definitively established (Alan.Powderham@mottmac.com). This work enabled follow-on research to develop a simplified design method (doi:10.1016/j.engstruct.2011.05.010).

Interdisciplinary
-
Cross-referral requested
-
Research group
D - Structures
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-