Impact properties of cirular beam under lateral loading

Beam elements present simple damage mechanisms when they reach collapse configuration. The deformation characteristics of simply supported circular beams subjected to lateral impact are studied. Such loads tend to lead to large changes in geometry which are accommodated by plastic bending arid shear...

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Bibliographic Details
Main Author: Mohammad, Roslina
Format: Thesis
Language:English
Published: 2006
Subjects:
Online Access:http://eprints.utm.my/9678/1/RoslinaMohammadMFKM2006.pdf
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author Mohammad, Roslina
author_facet Mohammad, Roslina
author_sort Mohammad, Roslina
description Beam elements present simple damage mechanisms when they reach collapse configuration. The deformation characteristics of simply supported circular beams subjected to lateral impact are studied. Such loads tend to lead to large changes in geometry which are accommodated by plastic bending arid shearing within regions of the beams. The study is concerned with the quasi-static bending of various diameter beams by cylindrical-nosed impactors for a variety of support spans. The objective of the present work includes the evaluation of the energy absorbing capacity of beam structures under impact loads. The range of energy-deformation curves and modes of deformation are described. Theoretical models are useful when designing energy-absorbing systems. The influence of material strain-rate sensitivity and system inertia in changing the quasi-static characteristic are discussed. The analytical results are discussed and compared with the experimental results.
format Thesis
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institution Universiti Teknologi Malaysia
language English
publishDate 2006
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spelling uthm-96782018-09-17T03:46:52Z http://eprints.utm.my/9678/ Impact properties of cirular beam under lateral loading Mohammad, Roslina TJ Mechanical engineering and machinery Beam elements present simple damage mechanisms when they reach collapse configuration. The deformation characteristics of simply supported circular beams subjected to lateral impact are studied. Such loads tend to lead to large changes in geometry which are accommodated by plastic bending arid shearing within regions of the beams. The study is concerned with the quasi-static bending of various diameter beams by cylindrical-nosed impactors for a variety of support spans. The objective of the present work includes the evaluation of the energy absorbing capacity of beam structures under impact loads. The range of energy-deformation curves and modes of deformation are described. Theoretical models are useful when designing energy-absorbing systems. The influence of material strain-rate sensitivity and system inertia in changing the quasi-static characteristic are discussed. The analytical results are discussed and compared with the experimental results. 2006-12 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/9678/1/RoslinaMohammadMFKM2006.pdf Mohammad, Roslina (2006) Impact properties of cirular beam under lateral loading. Masters thesis, Universiti Teknologi Malaysia, Faculty of Mechanical Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:54867
spellingShingle TJ Mechanical engineering and machinery
Mohammad, Roslina
Impact properties of cirular beam under lateral loading
title Impact properties of cirular beam under lateral loading
title_full Impact properties of cirular beam under lateral loading
title_fullStr Impact properties of cirular beam under lateral loading
title_full_unstemmed Impact properties of cirular beam under lateral loading
title_short Impact properties of cirular beam under lateral loading
title_sort impact properties of cirular beam under lateral loading
topic TJ Mechanical engineering and machinery
url http://eprints.utm.my/9678/1/RoslinaMohammadMFKM2006.pdf
url-record http://eprints.utm.my/9678/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:54867
work_keys_str_mv AT mohammadroslina impactpropertiesofcirularbeamunderlateralloading