Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load

Pi, Y; Bradford, MA; Tin-loi, F

Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load

Pi, Y Bradford, MA Tin-loi, F

Permalink

Publisher:: Pergamon-Elsevier Science Ltd
Publication Type:: Journal Article
Citation:: International Journal Of Non-Linear Mechanics, 2008, 43 (1), pp. 1 - 17
Issue Date:: 2008-01

Closed Access

	Filename	Description	Size
	2009008039OK.pdf		322.09 kB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Tin-loi, F	en_US
dc.date.issued	2008-01	en_US
dc.identifier.citation	International Journal Of Non-Linear Mechanics, 2008, 43 (1), pp. 1 - 17	en_US
dc.identifier.issn	0020-7462	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13637
dc.description.abstract	This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with elastic end rotational restraints under a central concentrated load. A virtual work method is used to establish both the non-linear equilibrium equations a	en_US
dc.publisher	Pergamon-Elsevier Science Ltd	en_US
dc.relation.ispartof	International Journal Of Non-Linear Mechanics	en_US
dc.relation.isbasedon	10.1016/j.ijnonlinmec.2007.03.013	en_US
dc.subject.classification	Mechanical Engineering & Transports	en_US
dc.title	Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load	en_US
dc.type	Journal Article
utslib.citation.volume	1	en_US
utslib.citation.volume	43	en_US
utslib.location.activity	ISI:000253563700001	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0102 Applied Mathematics	en_US
utslib.for	0913 Mechanical Engineering	en_US
dc.location.activity	ISI:000253563700001	en_US
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	1	en_US
pubs.volume	43	en_US

Abstract:

This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with elastic end rotational restraints under a central concentrated load. A virtual work method is used to establish both the non-linear equilibrium equations a

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

http://hdl.handle.net/10453/13637