NDLI: Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets

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Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets

Content Provider	Semantic Scholar
Author	Abdelaal, Amr Alaa
Copyright Year	2017
Abstract	................................................................................................................................. IV ACKNOWLEDGEMENTS .......................................................................................................... VI LIST OF TABLES ....................................................................................................................... XII LIST OF FIGURES ................................................................................................................... XIII CHAPTER 1: INTRODUCTION ................................................................................................... 1 1.1 Background ........................................................................................................................... 1 1.2 Motivation ............................................................................................................................. 2 1.3 Objectives .............................................................................................................................. 5 CHAPTER 2: LITERATURE REVIEW ........................................................................................ 6 2.1 Web Shear Strength of PHC Slabs ........................................................................................ 6 2.1.1 Limit state design (LSD) ................................................................................................ 7 2.1.1.1 Ultimate limit state (ULS) ...................................................................................... 7 2.1.1.2 Serviceability limit state (SLS) ............................................................................... 7 2.2.1 Shear tension and compression failure in web ............................................................... 8 2.2.2 Factors affecting web shear capacity .............................................................................. 9 2.2.2.1 Depth of the member .............................................................................................. 9 2.2.2.2 Geometry of the cross section ................................................................................. 9
File Format	PDF HTM / HTML
Alternate Webpage(s)	https://scholar.uwindsor.ca/cgi/viewcontent.cgi?article=8342&context=etd
Language	English
Access Restriction	Open
Content Type	Text
Resource Type	Article

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