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Numerical analysis of flexural strengthening of timber beam reinforced with CFRP / Muhammad Zikri Mustafa

By:

Muhammad Zikri Mustafa [author.]

Material type: Text

text
text

Media type:

unmediated
computer

Carrier type:

volume
computer disc

ISBN:

THE0007901(Local)

Subject(s):

Dissertation note: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Abstract: The main objective of this study is to analyze the deflection and stress of the strengthened timber beam with Carbon Fiber Reinforced Polymer (CFRP) using finite element computer modelling. There are two models of timber beam were created to do the linear analysis which are control timber beam, timber beam reinforced with CFRP rod and plate. It aims to contribute to a better understanding and modelling of CFRP-timber bond behaviour and shows the results of timber specimens strengthened with strengthening method. The result of existing experimental work are used to calibrate the models. All the procedures to do the analysis are done accordingly to assure the research objectives are achieved. The CFRP strengthened timber beam are capable of additional deflection and possess higher carrying capacity compare to control timber beam. Theoretical and experimental work having more than acceptable error because of the analysis done is linear dynamic analysis which do not have enough details for the software to accurately process.

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Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Collection	Call number	Copy number	Status	Date due	Barcode
Thesis	UMPLIB GAMBANG	Reference	FKASA .Z55 2017 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000122055
Thesis	UMPLIB GAMBANG	Reference	CD 11111 \| FKASA .Z55 2017 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000122056

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017

Includes bibliographical references

The main objective of this study is to analyze the deflection and stress of the strengthened timber beam with Carbon Fiber Reinforced Polymer (CFRP) using finite element computer modelling. There are two models of timber beam were created to do the linear analysis which are control timber beam, timber beam reinforced with CFRP rod and plate. It aims to contribute to a better understanding and modelling of CFRP-timber bond behaviour and shows the results of timber specimens strengthened with strengthening method. The result of existing experimental work are used to calibrate the models. All the procedures to do the analysis are done accordingly to assure the research objectives are achieved. The CFRP strengthened timber beam are capable of additional deflection and possess higher carrying capacity compare to control timber beam. Theoretical and experimental work having more than acceptable error because of the analysis done is linear dynamic analysis which do not have enough details for the software to accurately process.