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Direct shear strength of annealed-wire fibre concrete



Author(s): E.A. Basoenondo, E. Tjahjono, I.C. Lukito
Paper category: Conference
Book title: 8th RILEM International Symposium on Fiber Reinforced Concrete: challenges and opportunities (BEFIB 2012)
Editor(s): Joaquim A.O. Barros
Print ISBN: 978-2-35158-132-2
e-ISBN: 978-2-35158-133-9
Publisher: RILEM Publications SARL
Pages: 338 - 346
Total Pages: 8
Language: English


Abstract: Annealed wire is easy to get and less expensive compared to the steel fibre that usually used in fibre reinforced concrete applications. AW-fibre used as replacement of steel fibre by cutting annealed wire into pieces by size of 30 mm. The use of annealed wire fibre (AW-fibre) in concrete mix is to strengthen the shear capacity of concrete. This research outcomes is based on a set of laboratory experimental works done to numbers of double L concrete specimens size of 30 cm x 20 cm x 7.5 cm loaded under direct shear force by a universal compression machine. The specimens were constructed from 25 MPa AW-fibre concrete, using 0%, 4%, 6%, 8%, 10%, and 12% percentage of fibre content to the weight of cement proportion. The result from this research shows that by addition of 8% of AW-fibre can produced a maximum improvement of the direct shear strength capacity of this type of AW-fibre concrete.


Online publication: 2013
Publication Type: full_text
Public price (Euros): 0.00


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