Experimental Analysis of Bubble Deck Slab Subjected to Static Loadings

Authors

  • Deepak Singh Patel M.Tech. Scholar, School of engineering & Technology, Madhyanchal Professional University, Bhopal, Madhya Pradesh, India Author
  • Parbeen Bano Department of Civil Engineering, School of engineering & Technology Bhopal, Madhya Pradesh, India Author
  • Prof. Vinay Kumar Singh Chandrakar Assistant Professor, Department of Civil Engineering, School of Engineering and Technology Bhopal, Madhya Pradesh, India Author

Keywords:

High Density Polyethylene, Conventional Slab, Monolithic Slab, Failing Mechanisms

Abstract

Bubble deck section is a technique for practically taking out all substantial from the center of a story chunk, which isn't filling any underlying role, consequently significantly decreasing primary extra weight. High thickness polyethylene empty circles supplant the in-powerful cement in the focal point of the chunk, in this way diminishing the extra weight and expanding the productivity of the floor. The benefits are less energy utilization - both underway, transport and doing, less emanation - exhaust gases from creation and transport, particularly CO2 and decrease the material, the heap, bring down the expense and it is additionally a green innovation. In the air pocket deck innovation decrease the substantial volume by supplanting the round bubbles, these are locally accessible which is called as PEPSI balls, these balls are comprised of HDPE (High Density polyethylene). In this exploratory program traditional chunk and air pocket deck piece are projected with different air pockets course of action which is persistent game plan of air pockets inside entire section and two kinds of elective air pockets course of action in the chunk. Also attempting to upgrade the expanding strength of that chunk. This infers the acknowledgment of a solid section component, which will be exposed to static gravitational loadings to decide the heap conveying limit of the chunk, disfigurement (diversion), breaking and bombing attributes. The resultant ends will be utilized in characterizing the faltering components and benefits of the air pocket deck chunk are featured.              

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References

Shetkar A, Hanche N (2015) “An Experimental Study On bubble deck slab system with elliptical balls”. NCRIET-2015 & Indian Journal science of research 12(1):021-027.

Harishma KR, Reshmi KN (2015) “A study on Bubble Deck slab”. International Journal of Advanced Research Trends in Engineering and Technology (IJARTET) Vol. II, Special Issue X

Subramanian K, Bhuvaneshwari P (2015) “Finite Element Analysis of Voided Slab with High Density Polypropylene Void Formers”. International Journal of Chem Tech Research, CODEN (USA): IJCRGG ISSN: 0974-4290, Vol.8, No.2, pp. 746-753

Bhagat S, Parikh KB (2014) “Comparative Study of Voided Flat Plate Slab and Solid Flat Plate Slab”. ISSN 2278 – 0211, Vol. 3 Issue 3

Shaimaa TS (2014) “Punching Shear in Voided Slab”. ISSN 2224-5790 , ISSN 2225-0514 , Vol.6, No.10

Bhagat S, Parikh KB (2014) “Parametric Study of R.C.C Voided and Solid Flat Plate Slab using SAP 2000”. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), e-ISSN: 2278-1684, p-ISSN: 2320-334X, Volume 11, Issue 2 Ver. VI, PP 12-16

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Published

10-02-2022

Issue

Section

Research Articles

How to Cite

Patel, D. S., Bano, P., & Chandrakar, P. V. K. S. (2022). Experimental Analysis of Bubble Deck Slab Subjected to Static Loadings . International Journal of Scientific Research in Civil Engineering, 6(1), 76-81. https://ijsrce.com/index.php/home/article/view/IJSRCE122612

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