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

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dc.contributor.author Valipour Goudarzi, Hamid Reza en_US
dc.contributor.author Huynh, Luan en_US
dc.contributor.author Foster, Steven en_US
dc.contributor.editor en_US
dc.date.accessioned 2011-02-07T06:23:30Z
dc.date.available 2011-02-07T06:23:30Z
dc.date.issued 2009 en_US
dc.identifier 2009007232 en_US
dc.identifier.citation Valipour Goudarzi Hamid Reza, Huynh Luan, and Foster Steven 2009, 'Analysis of RC beams subjected to shock loading using a modified fibre element formulation', Techno-Press, vol. 6, no. 5, pp. 377-390. en_US
dc.identifier.issn 1598-8198 en_US
dc.identifier.other C1UNSUBMIT en_US
dc.identifier.uri http://hdl.handle.net/10453/13650
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. en_US
dc.language en_US
dc.publisher Techno-Press en_US
dc.title Analysis of RC beams subjected to shock loading using a modified fibre element formulation en_US
dc.parent Computers and Concrete en_US
dc.journal.volume 6 en_US
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
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 090500 en_US
dc.personcode 109930 en_US
dc.personcode 0000063622 en_US
dc.personcode 0000022911 en_US
dc.percentage 100 en_US
dc.classification.name Civil Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US
dc.date.activity en_US
dc.location.activity en_US
dc.description.keywords beam element; flexibility formulation; impact; strain rate; reinforced concrete en_US


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