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Static analysis of one joint of timber structure

By Petr Sedlák

Abstract

This diploma thesis deals with the numerical modeling of the nail joint of the timber roof structure and it is based on the already realized physical experiment. Totally twelve various solutions, where the isotropic and ortotropic characteristics of the spruce timber and steel components change, have been created. The final values of the joint shift obtained by using of the numerical modeling are compared with results of physical experiment. Program system ANSYS is used

Topics: Spruce timber; nail; izotropie; ANSYS; ortotropy; steel plate; plasticity; contacts; statika; numerical model; Smrkové dřevo; plasticita; statics; material model; joint; spoj; ocelový plech; materiálový model; isotropy; ortotropie; hřebík; numerický model; kontakty
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Year: 2015
OAI identifier: oai:invenio.nusl.cz:227330
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