Elastic flexural-torsional instability of structural arches under hydrostatic pressure

Bradford, MA; Pi, Y

Elastic flexural-torsional instability of structural arches under hydrostatic pressure

Bradford, MA Pi, Y

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Publisher:: Pergamon-Elsevier Science Ltd
Publication Type:: Journal Article
Citation:: International Journal of Mechanical Science, 2008, 50 (2), pp. 143 - 151
Issue Date:: 2008-01

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Field	Value	Language
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Pi, Y	en_US
dc.date.issued	2008-01	en_US
dc.identifier.citation	International Journal of Mechanical Science, 2008, 50 (2), pp. 143 - 151	en_US
dc.identifier.issn	0020-7403	en_US
dc.identifier.uri	http://hdl.handle.net/10453/12991
dc.description.abstract	This paper addresses the mechanics of the flexural-torsional buckling instability of pin-ended elastic circular arches, which are acted upon by a hydrostatic loading. This loading arrangement differs from the gravity-based loading usually considered in t	en_US
dc.publisher	Pergamon-Elsevier Science Ltd	en_US
dc.relation.ispartof	International Journal of Mechanical Science	en_US
dc.relation.isbasedon	10.1016/j.ijmecsci.2007.07.016	en_US
dc.subject.classification	Mechanical Engineering & Transports	en_US
dc.title	Elastic flexural-torsional instability of structural arches under hydrostatic pressure	en_US
dc.type	Journal Article
utslib.citation.volume	2	en_US
utslib.citation.volume	50	en_US
utslib.location.activity	ISI:000253790900004	en_US
utslib.for	0910 Manufacturing Engineering	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
dc.location.activity	ISI:000253790900004	en_US
dc.location.activity	Sousse, Tunisia
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status	closed_access
pubs.consider-herdc	false	en_US
pubs.issue	2	en_US
pubs.volume	50	en_US

Abstract:

This paper addresses the mechanics of the flexural-torsional buckling instability of pin-ended elastic circular arches, which are acted upon by a hydrostatic loading. This loading arrangement differs from the gravity-based loading usually considered in t

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/12991