The following information was submitted:
Transactions: WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS
Transactions ID Number: 29-502
Full Name: Camelia Pinca-Bretotean
Position: Assistant Professor
Age: ON
Sex: Female
Address: Revolutiei str., no. 5, Hunedoara
Country: ROMANIA
Tel: +40254207527
Tel prefix: +40
Fax: +40254207501
E-mail address: camelia.bretotean@fih.upt.ro
Other E-mails: ovidiu.tirian@fih.upt.ro
Title of the Paper: Application of finite element method to an overhead crane bridge
Authors as they appear in the Paper: Camelia Bretotean Pinca,Gelu Ovidiu Tirian,Ana Josan
Email addresses of all the authors: camelia.bretotean@fih.upt.ro,ovidiu.tirian@fih.upt.ro,ana.josan @fih.upt.ro
Number of paper pages: 10
Abstract: This paperwork analyses the tension and deformation state of the resistance structure of an overhead crane bridge which used for all the processes performed in the hall of a continuous casting department of an iron and steel plant in order to find out the best sizes. This analysis is made up with the help of the COSMOS software who enables us to make evolved finite items – shell-type with three or four nodes per element. The shell-type finite items belong to the C1–class items, and they have a field variable and the I-type derivates working continuously alongside the frontier, meanwhile the II-type continuous derivates per item are not continuous alongside the frontier. These finite items allow us to design some complex structures more accurately, such as the resistance structure of the crane bridge. This example is not intended to be the only solution when designing symilar structures, but the authors of this paperwork believe that it is providing enough informati!
on and useful solutions for the analysis of the tension and deformation state in case of finite items.
Keywords: Crane bridge,Analysis,Model,Resistance,Overhead,Finite elements,Shell
EXTENSION of the file: .pdf
Special (Invited) Session: Finite element analysis of an overhead crane bridge
Organizer of the Session: 615-112
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