Meshfree formulation of geometric composite beam with partial interaction

This study concerns with the formulation of Meshfree (MFree) for nonlinear geometric of composite beam with partial interaction. The Principle of Virtual Work was used to derive the differential equation of composite beam. Finite Element Method (FEM) and MFree method: Point Interpolation Method (PIM...

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التفاصيل البيبلوغرافية
المؤلف الرئيسي:	Ardianshah, Mohd. Shahrul Nizam
التنسيق:	أطروحة
اللغة:	English
منشور في:	2014
الموضوعات:	TA Engineering (General) Civil engineering (General)
الوصول للمادة أونلاين:	http://eprints.utm.my/id/eprint/48527/1/MohdShahrulNizamBinArdianshahMFA2014.pdf
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!

id	my-utm-ep.48527
record_format	uketd_dc
spelling	my-utm-ep.485272017-08-03T06:39:10Z Meshfree formulation of geometric composite beam with partial interaction 2014 Ardianshah, Mohd. Shahrul Nizam TA Engineering (General). Civil engineering (General) This study concerns with the formulation of Meshfree (MFree) for nonlinear geometric of composite beam with partial interaction. The Principle of Virtual Work was used to derive the differential equation of composite beam. Finite Element Method (FEM) and MFree method: Point Interpolation Method (PIM) was used to solve the differential equation. The derived formulation was validated with previous research work for linear problem and nonlinear problem. The nonlinear geometrical are taken into account to study the performance of Mfree handling the nonlinear problem and the performances are compared with FEM. The algorithms of the solution procedure for both methods were written in MATLAB. Parametric studies were conducted to study the performances in term of convergence rate and computer resources between FEM and PIM. The parameters considered in this study were the size of support domain, as number of nodes, number of Gauss cell and number of Gauss point. The result of the parametric study showed that five bending nodes and nine axial nodes with as equal to four give the appropriate result considering both accuracy and stability. The recommended value for Gauss cell was three and the number of Gauss point was five. Two parameters observed to study the use of computer resources were the computational speed and memory used to solved the problem. From the study, MFree has been found to have a potential as FEM yet another option of numerical method in solving engineering problem in general and composite beam problem in particular. However, further studies are required in improving the efficiency of the method specifically in regards to the high consumption of computer resources. 2014 Thesis http://eprints.utm.my/id/eprint/48527/ http://eprints.utm.my/id/eprint/48527/1/MohdShahrulNizamBinArdianshahMFA2014.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:79327?queryType=vitalDismax&query=Meshfree+formulation+of+geometric+composite+beam+with+partial+interaction&public=true masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Ardianshah, Mohd. Shahrul Nizam Meshfree formulation of geometric composite beam with partial interaction
description	This study concerns with the formulation of Meshfree (MFree) for nonlinear geometric of composite beam with partial interaction. The Principle of Virtual Work was used to derive the differential equation of composite beam. Finite Element Method (FEM) and MFree method: Point Interpolation Method (PIM) was used to solve the differential equation. The derived formulation was validated with previous research work for linear problem and nonlinear problem. The nonlinear geometrical are taken into account to study the performance of Mfree handling the nonlinear problem and the performances are compared with FEM. The algorithms of the solution procedure for both methods were written in MATLAB. Parametric studies were conducted to study the performances in term of convergence rate and computer resources between FEM and PIM. The parameters considered in this study were the size of support domain, as number of nodes, number of Gauss cell and number of Gauss point. The result of the parametric study showed that five bending nodes and nine axial nodes with as equal to four give the appropriate result considering both accuracy and stability. The recommended value for Gauss cell was three and the number of Gauss point was five. Two parameters observed to study the use of computer resources were the computational speed and memory used to solved the problem. From the study, MFree has been found to have a potential as FEM yet another option of numerical method in solving engineering problem in general and composite beam problem in particular. However, further studies are required in improving the efficiency of the method specifically in regards to the high consumption of computer resources.
format	Thesis
qualification_level	Master's degree
author	Ardianshah, Mohd. Shahrul Nizam
author_facet	Ardianshah, Mohd. Shahrul Nizam
author_sort	Ardianshah, Mohd. Shahrul Nizam
title	Meshfree formulation of geometric composite beam with partial interaction
title_short	Meshfree formulation of geometric composite beam with partial interaction
title_full	Meshfree formulation of geometric composite beam with partial interaction
title_fullStr	Meshfree formulation of geometric composite beam with partial interaction
title_full_unstemmed	Meshfree formulation of geometric composite beam with partial interaction
title_sort	meshfree formulation of geometric composite beam with partial interaction
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2014
url	http://eprints.utm.my/id/eprint/48527/1/MohdShahrulNizamBinArdianshahMFA2014.pdf
_version_	1747817412167729152

Meshfree formulation of geometric composite beam with partial interaction

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