Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam

In this research the natural frequency of a cracked simple supported beam (the crack is in many places and in different depths) is investigated analytically, experimentally and numerically by ANSYS program, and the results are compared. The beam is made of iron with dimensions of L*W*H= (0.84*0.02*...

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Autores principales:	Luay S. Al-Ansari, Muhannad Al-Waily, Ali M. H.Yusif Al-Hajjar
Formato:	article
Lenguaje:	EN
Publicado:	Al-Khwarizmi College of Engineering – University of Baghdad 2012
Materias:	Vibration beam crack beam health monitoring experimental vibration beam cracks effect beam frequency Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/b6c0e8e5bd8047ada6109fbc055ae9d4
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spelling	oai:doaj.org-article:b6c0e8e5bd8047ada6109fbc055ae9d42021-12-02T05:38:10ZExperimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam1818-11712312-0789https://doaj.org/article/b6c0e8e5bd8047ada6109fbc055ae9d42012-05-01T00:00:00Zhttp://alkej.uobaghdad.edu.iq/index.php/alkej/article/view/127https://doaj.org/toc/1818-1171https://doaj.org/toc/2312-0789 In this research the natural frequency of a cracked simple supported beam (the crack is in many places and in different depths) is investigated analytically, experimentally and numerically by ANSYS program, and the results are compared. The beam is made of iron with dimensions of LWH= (0.840.02 0.02m), and density = 7680kg/m3, E=200Gpa. A comparison made between analytical results from ANSYS with experimental results, where the biggest error percentage is about (7.2 %) in crack position (42 cm) and (6 mm) depth. Between Rayleigh method with experimental results the biggest error percentage is about (6.4 %) for the same crack position and depth. From the error percentages it could be concluded that the Rayleigh method gives close results to experimental than ANSYS. Also it is found that the frequency of beam when the crack is in the middle position is less than the frequency with crack near the end position. Luay S. Al-AnsariMuhannad Al-WailyAli M. H.Yusif Al-HajjarAl-Khwarizmi College of Engineering – University of BaghdadarticleVibration beamcrack beamhealth monitoringexperimental vibration beamcracks effect beam frequencyChemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 8, Iss 2 (2012)
institution	DOAJ
collection	DOAJ
language	EN
topic	Vibration beam crack beam health monitoring experimental vibration beam cracks effect beam frequency Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	Vibration beam crack beam health monitoring experimental vibration beam cracks effect beam frequency Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 Luay S. Al-Ansari Muhannad Al-Waily Ali M. H.Yusif Al-Hajjar Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam
description	In this research the natural frequency of a cracked simple supported beam (the crack is in many places and in different depths) is investigated analytically, experimentally and numerically by ANSYS program, and the results are compared. The beam is made of iron with dimensions of LWH= (0.840.02 0.02m), and density = 7680kg/m3, E=200Gpa. A comparison made between analytical results from ANSYS with experimental results, where the biggest error percentage is about (7.2 %) in crack position (42 cm) and (6 mm) depth. Between Rayleigh method with experimental results the biggest error percentage is about (6.4 %) for the same crack position and depth. From the error percentages it could be concluded that the Rayleigh method gives close results to experimental than ANSYS. Also it is found that the frequency of beam when the crack is in the middle position is less than the frequency with crack near the end position.
format	article
author	Luay S. Al-Ansari Muhannad Al-Waily Ali M. H.Yusif Al-Hajjar
author_facet	Luay S. Al-Ansari Muhannad Al-Waily Ali M. H.Yusif Al-Hajjar
author_sort	Luay S. Al-Ansari
title	Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam
title_short	Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam
title_full	Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam
title_fullStr	Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam
title_full_unstemmed	Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam
title_sort	experimental and numerical study of crack effect on frequency of simple supported beam
publisher	Al-Khwarizmi College of Engineering – University of Baghdad
publishDate	2012
url	https://doaj.org/article/b6c0e8e5bd8047ada6109fbc055ae9d4
work_keys_str_mv	AT luaysalansari experimentalandnumericalstudyofcrackeffectonfrequencyofsimplesupportedbeam AT muhannadalwaily experimentalandnumericalstudyofcrackeffectonfrequencyofsimplesupportedbeam AT alimhyusifalhajjar experimentalandnumericalstudyofcrackeffectonfrequencyofsimplesupportedbeam
_version_	1718400317017554944

Experimental and Numerical Study of Crack Effect on Frequency of Simple Supported Beam

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