Design of a high capacity derrick crane considering the effects induced by load application and release

The main object of this paper is to design a very big derrick crane (the main boom is 80 m in length and the payload is 60 t) considering the dynamical effects induced by moving a load. The research was developed through analytical calculation models for the preliminary design of the crane; subseque...

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Main Authors: Solazzi Luigi, Zrnić Nenad
Format: Article
Language:English
Published: Institut za istrazivanja i projektovanja u privredi 2017-01-01
Series:Istrazivanja i projektovanja za privredu
Subjects:
Online Access:https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2017/1451-41171701015S.pdf
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spelling doaj-2cc041a60da64036ba62689b2f81f9be2021-04-02T11:11:48ZengInstitut za istrazivanja i projektovanja u privrediIstrazivanja i projektovanja za privredu1451-41171821-31972017-01-0115115241451-41171701015SDesign of a high capacity derrick crane considering the effects induced by load application and releaseSolazzi Luigi0Zrnić Nenad1https://orcid.org/0000-0002-0078-7275University of Brescia, Department of mechanical and industrial engineering, ItalyFaculty of Mechanical Engineering, BelgradeThe main object of this paper is to design a very big derrick crane (the main boom is 80 m in length and the payload is 60 t) considering the dynamical effects induced by moving a load. The research was developed through analytical calculation models for the preliminary design of the crane; subsequently many different finite element model analyses (FEM) were performed in order to evaluate the dynamical behavior of the crane. For this purpose different moving load patters were implemented in the numerical analyses in order to study the dynamical response of the crane in time. The numerical results show that the dynamical actions induced by sudden load release are much higher than those induced by using the crane in normal load conditions and that the magnitude of these actions are correlated to the geometrical crane configurations. The results also show that the buckling phenomenon is the most critical point of view for this type of crane and it justifies the collapse of the boom in a similar crane.https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2017/1451-41171701015S.pdfmoving loadsdynamics effectsdynamic loaddynamical behaviormodal analysesfinite element methodderrick cranelifting equipment
collection DOAJ
language English
format Article
sources DOAJ
author Solazzi Luigi
Zrnić Nenad
spellingShingle Solazzi Luigi
Zrnić Nenad
Design of a high capacity derrick crane considering the effects induced by load application and release
Istrazivanja i projektovanja za privredu
moving loads
dynamics effects
dynamic load
dynamical behavior
modal analyses
finite element method
derrick crane
lifting equipment
author_facet Solazzi Luigi
Zrnić Nenad
author_sort Solazzi Luigi
title Design of a high capacity derrick crane considering the effects induced by load application and release
title_short Design of a high capacity derrick crane considering the effects induced by load application and release
title_full Design of a high capacity derrick crane considering the effects induced by load application and release
title_fullStr Design of a high capacity derrick crane considering the effects induced by load application and release
title_full_unstemmed Design of a high capacity derrick crane considering the effects induced by load application and release
title_sort design of a high capacity derrick crane considering the effects induced by load application and release
publisher Institut za istrazivanja i projektovanja u privredi
series Istrazivanja i projektovanja za privredu
issn 1451-4117
1821-3197
publishDate 2017-01-01
description The main object of this paper is to design a very big derrick crane (the main boom is 80 m in length and the payload is 60 t) considering the dynamical effects induced by moving a load. The research was developed through analytical calculation models for the preliminary design of the crane; subsequently many different finite element model analyses (FEM) were performed in order to evaluate the dynamical behavior of the crane. For this purpose different moving load patters were implemented in the numerical analyses in order to study the dynamical response of the crane in time. The numerical results show that the dynamical actions induced by sudden load release are much higher than those induced by using the crane in normal load conditions and that the magnitude of these actions are correlated to the geometrical crane configurations. The results also show that the buckling phenomenon is the most critical point of view for this type of crane and it justifies the collapse of the boom in a similar crane.
topic moving loads
dynamics effects
dynamic load
dynamical behavior
modal analyses
finite element method
derrick crane
lifting equipment
url https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2017/1451-41171701015S.pdf
work_keys_str_mv AT solazziluigi designofahighcapacityderrickcraneconsideringtheeffectsinducedbyloadapplicationandrelease
AT zrnicnenad designofahighcapacityderrickcraneconsideringtheeffectsinducedbyloadapplicationandrelease
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