Axial compression of tubular metallic shells having combined tube-frusta geometry

dc.contributor.authorGupta, PK
dc.date.accessioned2013-11-26T19:40:34Z
dc.date.available2013-11-26T19:40:34Z
dc.date.issued2013-11-27
dc.description.abstractThe present paper deals with the experimental and computational study of collapse of the metallic shells having combined tube-frusta geometry subjected to axial compression between two parallel plates. Shells are having top one third lengths as tube and remaining bottom two third length as frusta. Shells were tested to identify their modes of collapse and associated energy absorption capacity. An axisymmetric Finite Element computational model of collapse process is presented and analysed, using a non-linear FE code FORGE2 [17]. Six noded triangular elements were used to descretize the domain. The material of the shells was idealized as rigid visco-plastic. Experimental and computed results of the deformed shapes and their corresponding load-compression and energy-compression curves were compared to validate the computational model. On the basis of the obtained results development of the axisymmetric mode of collapse has been presented, analysed and discussed.en_US
dc.identifier.conferenceInternational Conference on Structural Engineering Construction and Managementen_US
dc.identifier.emailpkgupfce@iitr.ernet.inen_US
dc.identifier.placeKandyen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/9448
dc.identifier.year2011en_US
dc.language.isoenen_US
dc.subjectAxial compressionen_US
dc.subjectCrashworthinessen_US
dc.subjectMetallic shellsen_US
dc.subjectEnergy absorptionen_US
dc.subjectFORGE2en_US
dc.titleAxial compression of tubular metallic shells having combined tube-frusta geometryen_US
dc.typeConference-Full-texten_US

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