Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/137836
Title: Investigations on flexural capacity of steel concrete composite deck with diverse bond patterns
Researcher: Vakil,Merool Devarsh
Guide(s): Harshvadan S Patel
Keywords: steel concrete composite deck
International Standards
Indian scenario
Parametric Studies
Experiments studies
neutral axis factor
full bond
no bond
University: Gujarat Technological University
Completed Date: 03/022017
Abstract: The steel-concrete composite deck is as an effective flooring option all over the world since last five decades Recently these systems have started gaining popularity in India as well This research focuses on Evaluation of flexural strength of composite deck system analytically based on International standards and parametric variations Investigations on the flexural strength experimentally with different bond patterns and their comparison by strength prediction procedures The evaluation consists of code based studies on European British and American standards for flexural capacity and limiting geometrical and material parameters Subsequently parametric analysis is performed to further investigate effect of material and geometric parameter variations such as steel grade concrete grade profile sheet thickness and concrete depth on flexural capacity and neutral axes The study proposes guidelines for flexural capacity of composite deck as per Indian scenario It also suggests neutral axis factor to ensure under reinforced section theoretically The guidelines will be useful for users in India in absence of Indian code of practice for a composite deck The investigation comprises of experimental work on three wavelengths and one wavelength composite deck specimen with different bond patterns Five analytical strength prediction methods from no bond to full bond are compared with experimental flexural capacity The research demonstrates that one wavelength test specimen with ductile failure show good agreement with three wavelengths tests Among investigated bond patterns, specimens with bolts head at interface have significantly improved composite interaction One wavelength test specimen is proposed to verify the composite action experimentally The specimen represents the bending behaviour and minimize the cost of experiments Incorporating the bond properties analytical strength prediction models are prescribed to verify the test results newline newline
Pagination: 
URI: http://hdl.handle.net/10603/137836
Appears in Departments:Civil Engineering

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03_abstract.pdf8.65 kBAdobe PDFView/Open
04_declaration.pdf83.42 kBAdobe PDFView/Open
05_acknowledgement.pdf8.54 kBAdobe PDFView/Open
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07_list_of_figures.pdf99.24 kBAdobe PDFView/Open
08_list_of_tables.pdf84.47 kBAdobe PDFView/Open
09_abbreviations.pdf161.93 kBAdobe PDFView/Open
10_chapter1.pdf627.85 kBAdobe PDFView/Open
11_chapter2.pdf237.56 kBAdobe PDFView/Open
12_chapter3.pdf557.51 kBAdobe PDFView/Open
13_chapter4.pdf679.26 kBAdobe PDFView/Open
14_chapter5.pdf755.57 kBAdobe PDFView/Open
15_chapter6.pdf543.28 kBAdobe PDFView/Open


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