A study of the strain signals behaviour

This study presents the study of strain signals behavior. In this study, the strain signal of helical spring at different value of excitations is used to study the signals behavior. When a vehicle was driven on any road surfaces, the significant load is transmitted to the helical spring to absorb lo...

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Main Author:	Ng, Jun Pin
Format:	Undergraduates Project Papers
Language:	English
Published:	2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/8431/ http://umpir.ump.edu.my/id/eprint/8431/ http://umpir.ump.edu.my/id/eprint/8431/1/CD8118_%40_51.pdf

id	ump-8431
recordtype	eprints
spelling	ump-84312015-11-13T06:45:04Z http://umpir.ump.edu.my/id/eprint/8431/ A study of the strain signals behaviour Ng, Jun Pin TA Engineering (General). Civil engineering (General) This study presents the study of strain signals behavior. In this study, the strain signal of helical spring at different value of excitations is used to study the signals behavior. When a vehicle was driven on any road surfaces, the significant load is transmitted to the helical spring to absorb loads. The load values were varied according to the type of the road surfaces. The signals were analyzed by statistical analysis and frequency-time domain. Signals are classified based on the value of the statistical parameter. The signals are used to predict fatigue damage of the helical spring. From the result obtained, the unpaved road signals consist of higher peak shocks. It exhibited higher statistical value compared to the signals obtained from university road and highway. These feature increased the fatigue damage potential of the helical spring. The finite element analysis of helical spring was performed by MSC Nastran with Patran software. The finite element model was analysed using the linear elastic stress. Finally, the result obtained and signals are employed to test the fatigue damage of helical spring. Strain-life model which are Coffin-Manson, SWT and Morrow model are used to predict the fatigue damage of helical spring. The obtained result indicated that unpaved road has the highest fatigue damage followed by university road and highway. 2013-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/8431/1/CD8118_%40_51.pdf Ng, Jun Pin (2013) A study of the strain signals behaviour. Faculty of Mechanical Engineering , Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:80098&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Ng, Jun Pin A study of the strain signals behaviour
description	This study presents the study of strain signals behavior. In this study, the strain signal of helical spring at different value of excitations is used to study the signals behavior. When a vehicle was driven on any road surfaces, the significant load is transmitted to the helical spring to absorb loads. The load values were varied according to the type of the road surfaces. The signals were analyzed by statistical analysis and frequency-time domain. Signals are classified based on the value of the statistical parameter. The signals are used to predict fatigue damage of the helical spring. From the result obtained, the unpaved road signals consist of higher peak shocks. It exhibited higher statistical value compared to the signals obtained from university road and highway. These feature increased the fatigue damage potential of the helical spring. The finite element analysis of helical spring was performed by MSC Nastran with Patran software. The finite element model was analysed using the linear elastic stress. Finally, the result obtained and signals are employed to test the fatigue damage of helical spring. Strain-life model which are Coffin-Manson, SWT and Morrow model are used to predict the fatigue damage of helical spring. The obtained result indicated that unpaved road has the highest fatigue damage followed by university road and highway.
format	Undergraduates Project Papers
author	Ng, Jun Pin
author_facet	Ng, Jun Pin
author_sort	Ng, Jun Pin
title	A study of the strain signals behaviour
title_short	A study of the strain signals behaviour
title_full	A study of the strain signals behaviour
title_fullStr	A study of the strain signals behaviour
title_full_unstemmed	A study of the strain signals behaviour
title_sort	study of the strain signals behaviour
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/8431/ http://umpir.ump.edu.my/id/eprint/8431/ http://umpir.ump.edu.my/id/eprint/8431/1/CD8118_%40_51.pdf
first_indexed	2023-09-18T22:05:59Z
last_indexed	2023-09-18T22:05:59Z
_version_	1777414711478845440

A study of the strain signals behaviour

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