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Flexural behaviour of profiled steel decking using finite element analysis / Muhammad Azim Shafiq Mohd Zulhairi

By:

Muhammad Azim Shafiq Mohd Zulhairi [author.]

Material type: Text

text
text

Media type:

unmediated
computer

Carrier type:

volume
computer disc

ISBN:

THE0008654(Local)

Subject(s):

Dissertation note: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Abstract: Finite element is widely used nowadays especially towards civil engineering field. Profiled steel decking has been used as part of composite slabs design where the steel deck is utilized as permanent form work and tensile reinforcement for composite slabs. This study aims to focus the response of bare profiled steel deck with a present of c-channel in unpropped construction. Nine specimen of four-point bending test will be model in Abaqus to investigate the response of profiled steel deck at various spans. Three set of specimen consists of strengthen with c-channel and unstrengthen with c-channel. Result from this study show that a profiled steel deck strengthen with c-channel more efficient than unstrengthen with c-channel. The findings from this study will be used to make recommendations for design engineers.

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Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Collection	Call number	Copy number	Status	Date due	Barcode
Final Year Report	UMPLIB GAMBANG Reference	Reference	FKASA .A95 2019 r Bc. (Browse shelf(Opens below))	1	Not for loan		T000000604
Final Year Report	UMPLIB GAMBANG	Reference	CD12531 (Browse shelf(Opens below))	1	Not for loan		T000000605

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019

Includes bibliographical references

Finite element is widely used nowadays especially towards civil engineering field. Profiled steel decking has been used as part of composite slabs design where the steel deck is utilized as permanent form work and tensile reinforcement for composite slabs. This study aims to focus the response of bare profiled steel deck with a present of c-channel in unpropped construction. Nine specimen of four-point bending test will be model in Abaqus to investigate the response of profiled steel deck at various spans. Three set of specimen consists of strengthen with c-channel and unstrengthen with c-channel. Result from this study show that a profiled steel deck strengthen with c-channel more efficient than unstrengthen with c-channel. The findings from this study will be used to make recommendations for design engineers.