Moving load analysis of composite beams curved in-plan

Erkmen, E; Bradford, MA

Moving load analysis of composite beams curved in-plan

Erkmen, E Bradford, MA

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Publisher:: Saxe-Coburg
Publication Type:: Chapter
Citation:: Trends in Civil and Structural Engineering Computing, 2009, First, pp. 169 - 186
Issue Date:: 2009-01

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Field	Value	Language
dc.contributor.author	Erkmen, E	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.editor	Topping, BHV	en_US
dc.date.issued	2009-01	en_US
dc.identifier.citation	Trends in Civil and Structural Engineering Computing, 2009, First, pp. 169 - 186	en_US
dc.identifier.isbn	978-1-874672-42-5	en_US
dc.identifier.uri	http://hdl.handle.net/10453/17243
dc.description.abstract	A total Lagrangian finite element formnlation is developed for the non-linear elastodynamic analysis of cnrved composite beams subjected to moving loads. The effect of partial interaction in the longitudinal as well as in the horizontal direction due to flexible shear connectors at the interface is incorporated in the' 'proposed formulation. Newmark's step-by-step procedure is adopte.d to obtain the time-history response. It is shown that the behaviour of composite curved members is influenced significantly by the flexibility of shear connection between its components as well by the geometric non-linearity and initial curvature of the beam.	en_US
dc.publisher	Saxe-Coburg	en_US
dc.relation.ispartof	Trends in Civil and Structural Engineering Computing	en_US
dc.title	Moving load analysis of composite beams curved in-plan	en_US
dc.type	Chapter
utslib.location	UK	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.citation.edition	First	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
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access
pubs.consider-herdc	false	en_US
pubs.edition	First	en_US
pubs.place-of-publication	UK	en_US

Abstract:

A total Lagrangian finite element formnlation is developed for the non-linear elastodynamic analysis of cnrved composite beams subjected to moving loads. The effect of partial interaction in the longitudinal as well as in the horizontal direction due to flexible shear connectors at the interface is incorporated in the' 'proposed formulation. Newmark's step-by-step procedure is adopte.d to obtain the time-history response. It is shown that the behaviour of composite curved members is influenced significantly by the flexibility of shear connection between its components as well by the geometric non-linearity and initial curvature of the beam.

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http://hdl.handle.net/10453/17243