Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir

This thesis describes the results of an experimental investigation involving the testing of push out specimens. This study was aimed to develop a new type of shear connector that is easy to construct for a composite beam. The test specimens were designed to study the effect on the different shapes o...

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Main Authors:	Mohamed Rashid, Mohamad Rohaidzat, Mahat, Noorsaidi, Nasir, Nazri
Format:	Research Reports
Language:	English
Published:	Research Management Institute (RMI) 2009
Subjects:	Metal manufactures. Metalworking
Online Access:	http://ir.uitm.edu.my/id/eprint/23013/ http://ir.uitm.edu.my/id/eprint/23013/1/LP_MOHAMAD%20ROHAIDZAT%20MOHAMED%20RASHID%20RMI%2009_5.pdf

id	uitm-23013
recordtype	eprints
spelling	uitm-230132019-01-30T08:54:05Z http://ir.uitm.edu.my/id/eprint/23013/ Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir Mohamed Rashid, Mohamad Rohaidzat Mahat, Noorsaidi Nasir, Nazri Metal manufactures. Metalworking This thesis describes the results of an experimental investigation involving the testing of push out specimens. This study was aimed to develop a new type of shear connector that is easy to construct for a composite beam. The test specimens were designed to study the effect on the different shapes of shear connectors that have been applied for cold-formed steel lipped C-sections connected back-to-back. The test specimens have been categorized into two series which are four numbers of specimens for the first series and two numbers of specimens for the second series. For the first series variations of shear transfer mechanisms were tested, where prefabricated bent-up tabs of square shape and prefabricated bent-up tabs of triangular shape were employed at the surface of the flanges embedded in the concrete to provide shear transfer capacity. Second series of specimens were selected based on the results from the first series. The primary differences between the specimens are the shapes of the shear connectors and angles of bent-up. Failure mechanisms also were observed during testing. In this study, longitudinal cracks were observed from most of the specimens that were tested. Results show that the shear capacities of specimens with proposed type of shear connectors increase and the slips reduce compare to control specimen that only relies on natural bond (i.e. without shear connector) between steel and concrete to resist shear. Between the two types of shear connectors used, prefabricated bent-up tab (square shape) provides better performance in-term of strength, compare to the prefabricated bent-up tab (triangular shape). Concerning the angle of bent-up tab, higher degree of bent-up gives better performance. Research Management Institute (RMI) 2009 Research Reports NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/23013/1/LP_MOHAMAD%20ROHAIDZAT%20MOHAMED%20RASHID%20RMI%2009_5.pdf Mohamed Rashid, Mohamad Rohaidzat and Mahat, Noorsaidi and Nasir, Nazri (2009) Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir. [Research Reports] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Metal manufactures. Metalworking
spellingShingle	Metal manufactures. Metalworking Mohamed Rashid, Mohamad Rohaidzat Mahat, Noorsaidi Nasir, Nazri Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir
description	This thesis describes the results of an experimental investigation involving the testing of push out specimens. This study was aimed to develop a new type of shear connector that is easy to construct for a composite beam. The test specimens were designed to study the effect on the different shapes of shear connectors that have been applied for cold-formed steel lipped C-sections connected back-to-back. The test specimens have been categorized into two series which are four numbers of specimens for the first series and two numbers of specimens for the second series. For the first series variations of shear transfer mechanisms were tested, where prefabricated bent-up tabs of square shape and prefabricated bent-up tabs of triangular shape were employed at the surface of the flanges embedded in the concrete to provide shear transfer capacity. Second series of specimens were selected based on the results from the first series. The primary differences between the specimens are the shapes of the shear connectors and angles of bent-up. Failure mechanisms also were observed during testing. In this study, longitudinal cracks were observed from most of the specimens that were tested. Results show that the shear capacities of specimens with proposed type of shear connectors increase and the slips reduce compare to control specimen that only relies on natural bond (i.e. without shear connector) between steel and concrete to resist shear. Between the two types of shear connectors used, prefabricated bent-up tab (square shape) provides better performance in-term of strength, compare to the prefabricated bent-up tab (triangular shape). Concerning the angle of bent-up tab, higher degree of bent-up gives better performance.
format	Research Reports
author	Mohamed Rashid, Mohamad Rohaidzat Mahat, Noorsaidi Nasir, Nazri
author_facet	Mohamed Rashid, Mohamad Rohaidzat Mahat, Noorsaidi Nasir, Nazri
author_sort	Mohamed Rashid, Mohamad Rohaidzat
title	Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir
title_short	Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir
title_full	Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir
title_fullStr	Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir
title_full_unstemmed	Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir
title_sort	experimental study of composite cold-formed steel c-section connected back-to-back / mohamad rohaidzat mohamed rashid, noorsaidi mahat and nazri nasir
publisher	Research Management Institute (RMI)
publishDate	2009
url	http://ir.uitm.edu.my/id/eprint/23013/ http://ir.uitm.edu.my/id/eprint/23013/1/LP_MOHAMAD%20ROHAIDZAT%20MOHAMED%20RASHID%20RMI%2009_5.pdf
first_indexed	2023-09-18T23:09:54Z
last_indexed	2023-09-18T23:09:54Z
_version_	1777418731897487360

Experimental study of composite cold-formed steel c-section connected back-to-back / Mohamad Rohaidzat Mohamed Rashid, Noorsaidi Mahat and Nazri Nasir

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