Analysis of RC beams subjected to shock loading using a modified fibre element formulation

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Show simple item record Valipour Goudarzi, H Huynh, L Foster, S 2011-02-07T06:23:30Z 2009-01
dc.identifier.citation Computers and Concrete, 2009, 6 (5), pp. 377 - 390
dc.identifier.issn 1598-8198
dc.identifier.other C1UNSUBMIT en_US
dc.description.abstract In this paper an improved one-dimensional frame element for modelling of reinforced concrete beams and columns subjected to impact is presented. The model is developed in the framework of a flexibility fibre element formulation that ignores the shear effect at material level. However, a simple shear cap is introduced at section level to take account of possible shear failure. The effect of strain rate at the fibre level is taken into account by using the dynamic increase factor (D1F) concept for steel and concrete. The capability of the fonnulation for estimating the element response history is demonstrated by some numerical examples and it is shown that the developed ID element has the potential to be used for dynamic analysis of large ft'amed structures subjected to impact of air blast and rigid objects.
dc.publisher Techno-Press
dc.title Analysis of RC beams subjected to shock loading using a modified fibre element formulation
dc.type Journal Article
dc.parent Computers and Concrete
dc.journal.volume 5
dc.journal.volume 6
dc.journal.number 5 en_US
dc.publocation Republic of Korea en_US
dc.identifier.startpage 377 en_US
dc.identifier.endpage 390 en_US FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 0905 Civil Engineering
dc.personcode 109930
dc.percentage 100 en_US Civil Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US en_US
dc.location.activity en_US
dc.description.keywords beam element; flexibility formulation; impact; strain rate; reinforced concrete en_US
dc.description.keywords beam element
dc.description.keywords flexibility formulation
dc.description.keywords impact
dc.description.keywords strain rate
dc.description.keywords reinforced concrete
pubs.embargo.period Not known
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 2015-04-15 12:17:09.805752+10
utslib.collection.history Closed (ID: 3)
utslib.collection.history Uncategorised (ID: 363)

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