Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/27616
Title: Torsion studies on steel fibre reinforced concrete
Researcher: Saravanan, S
Guide(s): Sekar, M
Keywords: civil engineering
reinforced concrete
steel fibre
Upload Date: 7-Nov-2014
University: Anna University
Completed Date: 01/06/2005
Abstract: Design engineers generally ignored torsion assuming that its effects newlinecan be taken care by using large safety factor in flexural design Torsion design newlinearoused a serious interest since late 1950s because of reinforced concrete newlinestructures such as space frames beams that support cantilever slabs balconies newlinespiral staircases horizontally curved beams spandrel beams beams next to newlinefloor openings wall foundation beams skew staircases skew bridges and newlinecircular beams are subjected to large torsion moments newlineIn bridges torsion constitutes a significant design action because of newlineeccentric forces An investigation of concrete beams subjected to pure torsion is newlineof prime interest Skew structures and irregular shape of structures are subjected newlineto torsional impact loading caused by situations such as moving vehicles newlinehitting the components of multistorey structures objects falling from cranes newlineand impact arising from aircraft crash etc newline newline
Pagination: xxiv, 155p.
URI: http://hdl.handle.net/10603/27616
Appears in Departments:Faculty of Civil Engineering

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02_certificate.pdf5.28 kBAdobe PDFView/Open
03_abstract.pdf9.12 kBAdobe PDFView/Open
04_acknowledgement.pdf6.05 kBAdobe PDFView/Open
05_contents.pdf35.28 kBAdobe PDFView/Open
06_chapter 1.pdf43.05 kBAdobe PDFView/Open
07_chapter 2.pdf94.69 kBAdobe PDFView/Open
08_chapter 3.pdf2.15 MBAdobe PDFView/Open
09_chapter 4.pdf541.51 kBAdobe PDFView/Open
10_chapter 5.pdf31.68 kBAdobe PDFView/Open
11_references.pdf24.1 kBAdobe PDFView/Open
12_publications.pdf6.86 kBAdobe PDFView/Open
13_vitae.pdf5.54 kBAdobe PDFView/Open
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