Modelling the Stiffness Element in the Multi-Degree of Freedom Mass-Spring System
Structural dynamics in structural engineering analysis involves the modal parameters (natural frequency, mode shape and damping ratio). The modal parameters of engineering structures is mainly influenced by the damping and stiffness properties. This research paper presents the reliability of CELAS e...
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Published in | Applied Mechanics and Materials Vol. 899; pp. 3 - 10 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Zurich
Trans Tech Publications Ltd
01.06.2020
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Subjects | |
Online Access | Get full text |
ISBN | 9783035716825 303571682X |
ISSN | 1660-9336 1662-7482 1662-7482 |
DOI | 10.4028/www.scientific.net/AMM.899.3 |
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Abstract | Structural dynamics in structural engineering analysis involves the modal parameters (natural frequency, mode shape and damping ratio). The modal parameters of engineering structures is mainly influenced by the damping and stiffness properties. This research paper presents the reliability of CELAS element in the finite element modelling to represent the stiffness parameter. The simplified engineering structure considered in this study is a mass-spring system with multi-degree of freedom. Experimental modal testing is performed using an electro-magnetic vibration shaker as an exciter and an accelerometer to record the natural frequency of the system. HyperMesh normal mode analysis is used to compute the natural frequency of the mass-spring system. The comparative evaluation is performed in order to identify the accuracy of the natural frequencies obtained from the modelling analysis and the measured counterparts. Consequently, it is found that the element CELAS has a good capability to represent as the stiffness parameter in the finite element modelling. |
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AbstractList | Structural dynamics in structural engineering analysis involves the modal parameters (natural frequency, mode shape and damping ratio). The modal parameters of engineering structures is mainly influenced by the damping and stiffness properties. This research paper presents the reliability of CELAS element in the finite element modelling to represent the stiffness parameter. The simplified engineering structure considered in this study is a mass-spring system with multi-degree of freedom. Experimental modal testing is performed using an electro-magnetic vibration shaker as an exciter and an accelerometer to record the natural frequency of the system. HyperMesh normal mode analysis is used to compute the natural frequency of the mass-spring system. The comparative evaluation is performed in order to identify the accuracy of the natural frequencies obtained from the modelling analysis and the measured counterparts. Consequently, it is found that the element CELAS has a good capability to represent as the stiffness parameter in the finite element modelling. |
Author | Shah, Mohd Azam Shah Aziz Bahari, Abdul Rahim Yunus, Mohd Azmi Wan Iskandar Mirza, Wan Imaan Izhan Rani, Muhamad Norhisham Abdul |
Author_xml | – givenname: Abdul Rahim surname: Bahari fullname: Bahari, Abdul Rahim email: abdrahimbahari@gmail.com organization: Universiti Teknologi MARA : Structural Dynamics Analysis & Validation (SDAV), Faculty of Mechanical Engineering – givenname: Muhamad Norhisham Abdul surname: Rani fullname: Rani, Muhamad Norhisham Abdul email: mnarani@uitm.edu.my organization: Universiti Teknologi MARA : Structural Dynamics Analysis & Validation (SDAV), Faculty of Mechanical Engineering – givenname: Mohd Azmi surname: Yunus fullname: Yunus, Mohd Azmi email: mayunus@uitm.edu.my organization: Universiti Teknologi MARA : Structural Dynamics Analysis & Validation (SDAV), Faculty of Mechanical Engineering – givenname: Wan Imaan Izhan surname: Wan Iskandar Mirza fullname: Wan Iskandar Mirza, Wan Imaan Izhan email: wanimaanizhan@gmail.com organization: Universiti Teknologi MARA : Structural Dynamics Analysis & Validation (SDAV), Faculty of Mechanical Engineering – givenname: Mohd Azam Shah Aziz surname: Shah fullname: Shah, Mohd Azam Shah Aziz email: azamshah321@gmail.com organization: Universiti Teknologi MARA : Structural Dynamics Analysis & Validation (SDAV), Faculty of Mechanical Engineering |
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Cites_doi | 10.1016/j.jsv.2013.07.016 10.1177/0954411911424210 10.1051/matecconf/20179001025 10.1177/1475921704042680 10.1145/2508363.2508406 10.1016/j.proeng.2017.01.301 10.1016/j.mechmachtheory.2016.10.006 10.1063/1.5032017 10.1115/omae2011-49088 10.1016/j.engstruct.2016.04.057 10.1007/s12206-010-1202-x 10.1016/j.apm.2018.05.024 10.1016/j.soildyn.2018.05.001 10.1177/1077546310385035 10.1063/1.5032044 10.1088/0143-0807/34/3/537 10.1061/(asce)em.1943-7889.0001008 10.1155/2007/127964 10.1016/j.proeng.2016.12.223 |
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Keywords | Spring-Mass System Spring Stiffness Experimental Modal Analysis CELAS Finite Element |
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SubjectTerms | Accelerometers Bridges Cables Damping ratio Degrees of freedom Dynamic structural analysis Finite element method Investigations Mass-spring systems Mathematical models Mechanical engineering Modelling Parameters Resonant frequencies Scientific papers Stiffness Structural engineering Vibration |
Title | Modelling the Stiffness Element in the Multi-Degree of Freedom Mass-Spring System |
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