Static analysis of one joint of timber structure
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- info:eu-repo/semantics/masterThesis
- 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
Similar works
Full text
Last time updated on 10/08/2016
This paper was published in National Repository of Grey Literature.
Having an issue?
Is data on this page outdated, violates copyrights or anything else? Report the problem now and we will take corresponding actions after reviewing your request.