Vibration Analysis of a Jib Crane using Frame Structures Approach

The vibration analysis of a jib crane was investigated using the method of vibration analysis of frame structures. This approach is theoretically based in order to derive the governing equations of vibration for the system. The jib crane was treated as a frame structure with the mast and jib taken a...

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Main Authors: Umar Sanusi Umar, Mahmud Muhammad Jamil, Muhammad Tukur Hamisu, Aisha Sa’ad
Format: Article
Language:English
Published: ARQII PUBLICATION 2020-03-01
Series:Applications of Modelling and Simulation
Subjects:
jib
Online Access:http://arqiipubl.com/ojs/index.php/AMS_Journal/article/view/117/80
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spelling doaj-84d6e1ab6185407abb9ae4ce6802906b2020-11-25T01:23:41ZengARQII PUBLICATIONApplications of Modelling and Simulation2600-80842020-03-0147180Vibration Analysis of a Jib Crane using Frame Structures ApproachUmar Sanusi Umar0Mahmud Muhammad Jamil1Muhammad Tukur Hamisu2Aisha Sa’ad3Department of Mechanical Engineering, Nigerian Defence Academy, Kaduna, NigeriaDepartment of Mechanical Engineering, Nigerian Defence Academy, Kaduna, NigeriaDepartment of Mechanical Engineering, Nigerian Defence Academy, Kaduna, NigeriaDepartment of Mechanical Engineering, Nigerian Defence Academy, Kaduna, NigeriaThe vibration analysis of a jib crane was investigated using the method of vibration analysis of frame structures. This approach is theoretically based in order to derive the governing equations of vibration for the system. The jib crane was treated as a frame structure with the mast and jib taken as independent frame structures. The resulting frame structures were then treated as beams that conform to Euler-Bernoulli beams in order to analyse their vibration properties. Amplitude of vibration, the first three natural frequencies as well as the first three mode shapes were calculate using this approach as well as the response of the system. The theoretical approach was derived to accommodate all standard sets of natural frequencies and mode shapes of the jib crane from the established boundary conditions. This was developed by an assumed mode method and incorporated a single mode expansion for the developed system. The effect of the load carried by the jib crane was taking into consideration which constitutes a harmonic force on the jib with addition of moment of this force to the mast. The resulting theoretical general equations from the single mode approach were then used to evaluate the vibration parameters of the jib crane using numerical values.http://arqiipubl.com/ojs/index.php/AMS_Journal/article/view/117/80frame structuresjibjib cranemastvibration
collection DOAJ
language English
format Article
sources DOAJ
author Umar Sanusi Umar
Mahmud Muhammad Jamil
Muhammad Tukur Hamisu
Aisha Sa’ad
spellingShingle Umar Sanusi Umar
Mahmud Muhammad Jamil
Muhammad Tukur Hamisu
Aisha Sa’ad
Vibration Analysis of a Jib Crane using Frame Structures Approach
Applications of Modelling and Simulation
frame structures
jib
jib crane
mast
vibration
author_facet Umar Sanusi Umar
Mahmud Muhammad Jamil
Muhammad Tukur Hamisu
Aisha Sa’ad
author_sort Umar Sanusi Umar
title Vibration Analysis of a Jib Crane using Frame Structures Approach
title_short Vibration Analysis of a Jib Crane using Frame Structures Approach
title_full Vibration Analysis of a Jib Crane using Frame Structures Approach
title_fullStr Vibration Analysis of a Jib Crane using Frame Structures Approach
title_full_unstemmed Vibration Analysis of a Jib Crane using Frame Structures Approach
title_sort vibration analysis of a jib crane using frame structures approach
publisher ARQII PUBLICATION
series Applications of Modelling and Simulation
issn 2600-8084
publishDate 2020-03-01
description The vibration analysis of a jib crane was investigated using the method of vibration analysis of frame structures. This approach is theoretically based in order to derive the governing equations of vibration for the system. The jib crane was treated as a frame structure with the mast and jib taken as independent frame structures. The resulting frame structures were then treated as beams that conform to Euler-Bernoulli beams in order to analyse their vibration properties. Amplitude of vibration, the first three natural frequencies as well as the first three mode shapes were calculate using this approach as well as the response of the system. The theoretical approach was derived to accommodate all standard sets of natural frequencies and mode shapes of the jib crane from the established boundary conditions. This was developed by an assumed mode method and incorporated a single mode expansion for the developed system. The effect of the load carried by the jib crane was taking into consideration which constitutes a harmonic force on the jib with addition of moment of this force to the mast. The resulting theoretical general equations from the single mode approach were then used to evaluate the vibration parameters of the jib crane using numerical values.
topic frame structures
jib
jib crane
mast
vibration
url http://arqiipubl.com/ojs/index.php/AMS_Journal/article/view/117/80
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AT mahmudmuhammadjamil vibrationanalysisofajibcraneusingframestructuresapproach
AT muhammadtukurhamisu vibrationanalysisofajibcraneusingframestructuresapproach
AT aishasaad vibrationanalysisofajibcraneusingframestructuresapproach
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