Open Access Journal

ISSN : 2456-1290 (Online)

International Journal of Engineering Research in Computer Science and Engineering (IJERCSE)

Monthly Journal for Computer Science and Engineering

Open Access Journal

International Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE)

Monthly Journal for Mechanical and Civil Engineering

ISSN : 2456-1290 (Online)

Analysis of bubble deck slab using different materials

Author : Shreya Singh 1 Dr.(Prof.) Kailash Narayan 2

Date of Publication :24th April 2018

Abstract: Reinforced concrete slab is an essential component of the structure. Various parameters such as span, depth and reinforcement are designed as per standard codes. Due to large amount of concrete used to cast these slabs, dead weight also increases. Heavier structures are less desirable as compared to lighter structures as it involves larger costs, time and labour. An alternative to this type of conventional slab is a bubble deck slab which introduces bubbles made up of various materials which reduce the overall weight of the slab. Various studies have shown that the weight of the bubble deck slab reduces by approximately 35% as compared to the self weight of the conventional reinforced concrete slab. In this study conventional slab was compared with bubble deck slab made up of various materials using finite element analysis on ANSYS Workbench 14.0. Total deformation for conventional reinforced concrete slab and bubble slabs made up of glass reinforced polymer fibres, carbon reinforced polymer fibres and epoxy were analysed and compared. This study showed that different values of total deformation was obtained for bubble deck made up of materials like carbon reinforced polymer fibres, glass reinforced polymer fibres, epoxy and conventional reinforced concrete slab.

Reference :

    1. M. Ibrahim, N. K. Ali, (2013) “Flexural Capacities of Two-way Reinforced Concrete Bubble Deck slabs of Plastic Spherical Voids”, Diyala journals of Engineering Sciences, Vol. 06, No. 02, pp. 9 – 20.
    2. AS 3600-2001, published by Standards of Australia.
    3. B.K. Bakht, L.G. Jaeger, M.S. Cheung and A.A. Mufti, (1981) "The State of the art in Analysis of Cellular and Voided Slab Bridge" Can. J. Civ. Eng., Vol. 8, pp. 376- 391.
    4. Bubble Deck Design Guide; the Biaxial Hollow Deck. Unpublished manuscript (2010).
    5. Bubble Deck’s U.S. Debut. Kirkland, WA: Bubble Deck North America. (2012).
    6. Bubble Deck UK Head Office, Bubble Deck Voided Flat Slab Solution, Technical Manual and Documents, (2006).
    7. Tina Lai ”Structural behaviour of bubble deck slab and their applications to lightweight bridge decks” ,M.Tech thesis, MIT, 2009 8. Bhagyashri G. Bhade and S.M Barelikar.2016, AN Experimental Study on Two Way Bubble Deck SLAB With Spherical Hollow Balls. Int J Recent Sci Res. 7(6), pp. 11621-11626.

    1. M. Ibrahim, N. K. Ali, (2013) “Flexural Capacities of Two-way Reinforced Concrete Bubble Deck slabs of Plastic Spherical Voids”, Diyala journals of Engineering Sciences, Vol. 06, No. 02, pp. 9 – 20.
    2.  AS 3600-2001, published by Standards of Australia.
    3. B.K. Bakht, L.G. Jaeger, M.S. Cheung and A.A. Mufti, (1981) "The State of the art in Analysis of Cellular and Voided Slab Bridge" Can. J. Civ. Eng., Vol. 8, pp. 376- 391.
    4. Bubble Deck Design Guide; the Biaxial Hollow Deck. Unpublished manuscript (2010).
    5. Bubble Deck’s U.S. Debut. Kirkland, WA: Bubble Deck North America. (2012).

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