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Journal articles on the topic 'Bubble deck slab'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Khairussaleh, Nor Ashikin Muhammad, Ng Kah Hoe, and Gerald A. R. Parke. "Effect of Area Loading on Flexural Performance of Bubble Deck Slab." Key Engineering Materials 912 (March 4, 2022): 41–54. http://dx.doi.org/10.4028/p-51xde0.

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Reinforced bubble deck slab is a structural slab that contains high-density polyethene (HDPE) hollow spherical plastic bubble balls forming a slab with less concrete volume compared to the normal reinforced concrete slab. Reducing certain volumes of concrete from 30 to 50% will affect the performance of the slab structure in particular the flexural and shear capacity. Thus, in this research the effect of area loading on the flexural performance of bubble deck slabs is investigated by considering the slabs to be one-way supported slabs. The square deck slabs used were 1200mm by 1200mm for the w

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2

Amruta, Shelke, and Vijaykumar P. Bhusare. "Bubble Deck Slab." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (2018): 466–69. http://dx.doi.org/10.29070/15/56869.

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3

T. Mane, Gaurav. "Review on Bubble Deck Slabs Technology & Their Real-Life Implementation." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 05 (2025): 1–9. https://doi.org/10.55041/ijsrem49196.

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I.ABSTRACT: A fashion known as "bubble deck slab" reduces structural dead weight significantly by basically removing all concrete from the center of a floor slab that is not serving any structural purpose. In the middle of the slab, ineffective concrete is replaced with high density polyethylene hollow spheres, which reduce dead weight and boost floor effectiveness. By creating the cavities, the slab becomes 30 to 50 percent lighter than conventional reinforced slabs and reducing the loads on the foundation, walls and columns and of course, the entire structure. Reduced energy use for manufact

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Yaagoob, Ali H., and Ibrahem S. Harba. "Behavior of Self Compacting Reinforced Concrete One Way Bubble Deck Slab." Al-Nahrain Journal for Engineering Sciences 23, no. 1 (2020): 1–11. http://dx.doi.org/10.29194/njes.23010001.

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Reinforced concrete slab with plastic voids (Bubbled Deck system) is a new type of slabs which has two-dimensional arrangement of voids within the slab that is developed to decrease the slab self-weight while maintaining approximately the same load carrying capacity as compared with the solid slabs. Plastic voided slabs have the ability to reduce concrete amount by about 30 percent and this reduction is so important in terms of cost saving and enhancement the structural performance. In this research paper investigation is carried out to study the shear strength behavior of one-way bubble deck

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Al-Ansari, Ahmed A., Majid M. Kharnoob, and Mustafa A. Kadhim. "Abaqus Simulation of the Fire's Impact on Reinforced Concrete Bubble Deck Slabs." E3S Web of Conferences 427 (2023): 02001. http://dx.doi.org/10.1051/e3sconf/202342702001.

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The use of Bubble Deck in modern prefabricated construction methods has recently become widespread in industrial projects worldwide. In the middle of a typical slab, Bubble Deck places hollow plastic balls that do not improve structural performance but significantly reduce structural weight. This study analyzes the behavior of self-uniting bidirectional concrete slabs with plastic spherical voids under high temperatures and for different periods. Six simply supported bidirectional plates, five of which contained bubbles and one solid, were numerically tested using the finite element method and

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Muhammad Khairussaleh, Nor Ashikin, Ng Kah Hoe, Roslina Omar, and Gerald A. R. Parke. "The Effect of Area Loading and Punching Shear on the Reinforced Concrete Slab Containing Spherical Plastic Bubble Balls." Key Engineering Materials 912 (March 4, 2022): 211–23. http://dx.doi.org/10.4028/p-m89355.

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The reinforced bubble deck slab or BubbleDeck is a unique system that improves the building design and performance of structures. This slab structure is a reinforced concrete structure that contains high-density polyethene (HDPE) hollow spherical plastic bubble balls with less concrete volume compared to a normal reinforced concrete slab. The system can facilitate up to a 50% longer span compared to a conventional reinforced concrete solid slab. But, eliminating the deadweight concrete may affect the actual performance of the slab structure such as its flexural and shear capacity. Thus, this p

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Aziz, Zalena Abdul, and Lek Heng Chan. "Bubble Deck Slab System: A Review on the Design and Performance." International Journal for Innovation Education and Research 9, no. 9 (2021): 575–88. http://dx.doi.org/10.31686/ijier.vol9.iss9.3397.

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The conventional floor slab has few drawbacks of giving little structural support and posing a large amount of self-weight to a building. Therefore, bubble deck slab system is introduced to tackle these limitations. This paper aims to provide a comprehensive review of the bubble deck slab system on its design and performance. A systematic literature review was conducted in this paper based on the selected journal and articles through the database search engine. The findings will better understand the feasibility of the bubble deck slab system and its potential as a viable replacement for the c

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8

Kim, Kyoung Woo, Hye Kyung Shin, Jong-Young Park, and Jin Yun Chung. "Vibration and Floor Impact Sound Isolation Performance in Bubble Deck Slab." Key Engineering Materials 777 (August 2018): 523–27. http://dx.doi.org/10.4028/www.scientific.net/kem.777.523.

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The bubble deck slab has been applied to various buildings due to many advantages including the slab load alleviation and structural stability. The bubble deck slab should not only ensure structural stability but also satisfy the performance standards of floor impact sound required legally to be applied to apartments. This study investigated the characteristics of reduction in vibration and floor impact sound in apartments where the bubble deck slab was applied. The measurement results of vibration characteristics showed that the bubble deck slab had a similar natural frequency with that of th

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9

Hanim Sofea Harmiyn Sany, Shahrul Niza Mokhatar, Abang Abadullah Abang Josmani, et al. "Experimental and Theoretical Design of Reinforced Bubble Deck Concrete (RBDC) Slab: A Review." Journal of Advanced Research in Applied Mechanics 117, no. 1 (2024): 35–50. http://dx.doi.org/10.37934/aram.117.1.3550.

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Slabs are vital for supporting loads and forming the foundation for structures' floors and roofs, classified as one-way or two-way based on deflection characteristics. A recent innovation in construction, the Reinforced Bubble Deck Concrete (RBDC) slab, integrates spherical or elliptical hollow bubbles within the slab for reinforcement, reducing concrete usage without compromising structural integrity. This unconventional approach diverges from traditional methods. The manuscript thoroughly reviews existing literature on the design and testing of Reinforced Bubble Deck Concrete slabs, aiming t

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10

Abishek, V., and G. R. Iyappan. "Study on Flexural Behavior of Bubble Deck Slab Strengthened with FRP." Journal of Physics: Conference Series 2040, no. 1 (2021): 012018. http://dx.doi.org/10.1088/1742-6596/2040/1/012018.

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Abstract Bubble deck sheets are a technique to remove all the concrete from the center of the floor sheet, thus reducing structural dead weight. Inefficient concrete in the center of the slab replaces the high-density hollow spheres (HDPE). The weight decreases and increases efficiency in the plane. Because the bubble deck slab consumes less material, it reduces greenhouse gas emissions into the atmosphere, enabling us to achieve green construction. The benefits include reduced energy consumption - both in production and transportation - and emissions - from production and transportation, main

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11

M., Ranjitham, and V. Manjunath N. "Experimental and numerical investigation on structural behaviour of Bubble Deck Slab with conventional slab." International Journal of Trend in Scientific Research and Development 2, no. 3 (2018): 2614–17. https://doi.org/10.31142/ijtsrd11532.

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Slab is one of the largest consuming concrete member to carrying a load. A slab being the essential part of the building and should be successfully intended and utilized. The slab requires more concrete, while constructing the co2 emission is high and it leads to global warming, hence has to be optimized. Concrete plays a major role in the construction field. The usage of concrete is high in slab construction. Multiple elements transferring and resisting external loads throughout the structure. The vertical loads acting on the slab can be transferring to the beam and then column .The gravity p

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Waghule, Ashwini, and Harshal S. Patil. "Review Paper on “Bubble Deck Slab”." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (2018): 686–90. http://dx.doi.org/10.29070/15/56954.

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13

Kamble, Rushikesh U., Musharaff S. Shaikh, Shagufa M. Sayyed, Ansar A. Sayyad, and Prof Hari D. Aiwale. "Comparative Study of Bubble Deck Slab with Conventional R.C.C Slab." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 183–87. http://dx.doi.org/10.22214/ijraset.2022.42141.

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Abstract: When designing a reinforced concrete structure a primary design limitation is the span of the slabbetween the columns. Designing large spans between columns often requires very thick slabs thereby increasing the weight of the structure by requiring use of larger amounts of concrete. Heavier structures are less desirable than light weight structures in seismically active regions because a larger dead load for a building increases the magnitude of inertia forces which the structure must resist as larger dead load contributes to higher seismic weight. A new solution to reduce the weight

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14

Muhamad Khairussaleh, N. A., R. Omar, S. Mat Aris, M. F. Mohd Nor, M. A. Mohd Saidi, and N. M. A. Nik Mohd Mahari. "Flexural Behaviour of the Two-Way Spanning Reinforced Concrete Slab Using Spherical Plastic Bubble Balls." IOP Conference Series: Earth and Environmental Science 1140, no. 1 (2023): 012016. http://dx.doi.org/10.1088/1755-1315/1140/1/012016.

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Abstract The use of conventional reinforced concrete in the construction industry increases each year, especially in developing countries. However, the concrete content, particularly cement production contributed to the greenhouse gas emission subsequently increase to climate change. Thus, the reinforced concrete slab containing high-density polyethene (HDPE) hollow spherical plastic bubble balls also known as bubble deck slabs were introduced for sustainable construction. This type of slab forms a slab that has less concrete volume compared to the normal solid reinforced concrete slab. Althou

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15

Abdul Hamid, Mohd Samsudin, Muhammad Zaim Zulkiple, Hafizah Muhammad Azlan, and Noor Syafeekha Mohamad Sakdun. "Structural Performance of Reinforced Concrete Double Layer Bamboo Bubble Slab Under Uniformly Distributed Load." ESTEEM Academic Journal 19, September (2023): 11–22. http://dx.doi.org/10.24191/esteem.v19iseptember.21179.

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The architectural use areas in the structure are formed by reinforced concrete (RC) slabs, which transport vertical loads to the beams, columns, load-bearing walls, and shear walls. The slab is an important structural member of reinforced concrete building structures and concrete-intensive parts of structural members. . The slab deflects significantly when the load acting on the slab or the clear span between columns is large. As a result, the slab's thickness increases to accommodate the load received. Since this slab's self-weight increases as the thickness increases, the slabs get heavier a

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16

Kolge, Suraj B., Nilesh M. Yelave, Shraddha H. Dhaye, Twinkal N. Bagde, and A. N. Humnabad. "Experimental Study on Bubble Deck Beam Using HDPE Balls." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 265–70. http://dx.doi.org/10.22214/ijraset.2022.42165.

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Abstract: In building constructions, the beam is a very important structural member to carry load of the slab. Bubble beam is a method of virtually eliminating all concrete from the middle of a Beam, which is not performing any structural function, thereby dramatically reducing structural dead load. Bubble beam is a beam whose core is replace with Spherical balls that can be of various sizes and shapes. Usually the Bubble Deck system combines the benefits of factory manufactured elements in controlled conditions along with on-site completion. Some of its major benefits are lower total cost, re

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17

Kurnia, Rayhan Mahesa, Azaria Andreas, and Nuryani Tinumbia. "COMPARISON OF COST AND TIME OF FLOOR SLAB WORKS ON CONVENTIONAL AND BUBBLE DECK SLAB METHODS." Jurnal Infrastruktur 8, no. 2 (2022): 117–25. http://dx.doi.org/10.35814/infrastruktur.v8i2.4031.

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Floor slab is one of the most important structure members in a building and one of the largest members consuming concrete. Conventional floor slab has been used for years and has disadvantages that can be improved with alternate methods. There is lot of alternative methods that have been used in the construction world such as precast slab, half precast, hollow core slab, and many more. One of the alternative methods is bubble deck slab. The spherical hollow reinforced concrete slab has been patented named Bubble Deck Slab is a method that removes concrete from the center part of a slab which d

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18

Varshney, Harshit. "A Review Study on Bubble Deck Slab." International Journal for Research in Applied Science and Engineering Technology V, no. X (2017): 2136–39. http://dx.doi.org/10.22214/ijraset.2017.10314.

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19

Ranjitham, M., and N. V. Manjunath. "Experimental and numerical investigation on structural behaviour of Bubble Deck Slab with conventional slab." International Journal of Trend in Scientific Research and Development Volume-2, Issue-3 (2018): 2614–17. http://dx.doi.org/10.31142/ijtsrd11532.

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20

Garbowski, Tomasz, Natalia Staszak, Wojciech Kostrzewski, and Anna Szymczak-Graczyk. "Numerical and Experimental Validation of Homogenization Techniques for Bubble Deck Slabs." Civil and Environmental Engineering Reports 35, no. 1 (2025): 230–49. https://doi.org/10.59440/ceer/200841.

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This study investigates the deflection behaviour of Bubble Deck slabs using numerical and experimental approaches. Two techniques—numerical homogenization and 3D cross-sectional integration—are applied to derive equivalent properties for simplified finite element models. A scaled slab specimen (1020×2040×60 mm) with a reinforcement mesh of Ø4 bars spaced at 30 mm (top and bottom) and plastic spheres (Ø40 mm, spaced at 60 mm) is tested under self-weight and a mid-span linear load. The slab, simply supported on two shorter edges, is modelled both in full 3D and using simplified 2D model with hom

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21

Gajewski, Tomasz, Natalia Staszak, and Tomasz Garbowski. "Optimal Design of Bubble Deck Concrete Slabs: Serviceability Limit State." Materials 16, no. 14 (2023): 4897. http://dx.doi.org/10.3390/ma16144897.

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In engineering practice, one can often encounter issues related to optimization, where the goal is to minimize material consumption and minimize stresses or deflections of the structure. In most cases, these issues are addressed with finite element analysis software and simple optimization algorithms. However, in the case of optimization of certain structures, it is not so straightforward. An example of such constructions are bubble deck ceilings, where, in order to reduce the dead weight, air cavities are used, which are regularly arranged over the entire surface of the ceiling. In the case o

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Siti Quraisyah, A. A. Dyg, K. Kartini, M. S. Hamidah, and K. Daiana. "Bubble Deck Slab as an Innovative Biaxial Hollow Slab – A Review." Journal of Physics: Conference Series 1711 (November 2020): 012003. http://dx.doi.org/10.1088/1742-6596/1711/1/012003.

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23

R, Mohan, and Anandkumar S. "Experimental Investigation on Strengthening of Geo-Polymer Concrete Slab with Bubble Technology." International Journal of Innovative Research in Advanced Engineering 10, no. 07 (2023): 465–70. http://dx.doi.org/10.26562/ijirae.2023.v1007.04.

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The bubble deck technology developed in Europe makes use of high-viscosity concave polyethene spheres to replace the ineffective concrete in the centre of the slab, therefore dwindling the dead weight and adding the effects of the bottom. This system is used in the concrete floor system. Concrete is good in contraction and hence is more useful in the contraction region than in the pressure region. The reduction in concrete can be done by replacing the pressure zone concrete. An experiment has been carried out to find out the effectiveness of plastic bubbles by replacing concrete in the pressur

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Staszak, Natalia, Tomasz Garbowski, and Barbara Ksit. "Optimal Design of Bubble Deck Concrete Slabs: Sensitivity Analysis and Numerical Homogenization." Materials 16, no. 6 (2023): 2320. http://dx.doi.org/10.3390/ma16062320.

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The use of layered or hollow floors in the construction of buildings obviously reduces the self-weight of the slab, and their design requires some expertise. In the present work, a sensitivity analysis and numerical homogenization were used to select the most important characteristics of bubble deck floors that have a direct or indirect impact on their load capacity. From the extensive case study, conclusions were drawn regarding the optimal selection of geometry, materials, and the arrangement and size of air voids in such a way as to ensure high stiffness of the cross-section and at the same

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Desai, Ms Suvarna N., and Dr A. W. Dhawale. "Study the Economy of Bubble Deck Slab By Using a Polypropylene Ball." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (2018): 449–51. http://dx.doi.org/10.29070/15/56865.

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26

Dadzie, Donald Kwabena, and A. K. Kaliluthin. "Implications of Palm Kernel Shell-Filled Plastic Bottles on the Structural Behavior of Concrete Slab." Civil Engineering Journal 9, no. 3 (2023): 731–51. http://dx.doi.org/10.28991/cej-2023-09-03-016.

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The implications of palm kernel shell (PKS)-filled plastic bottles on the structural behaviour of concrete slabs were carried out by comparing the flexural performance of conventional solid concrete slabs to concrete slabs incorporated with plastic bottles filled with palm kernel shells and placed vertically, horizontally, and diagonally at the neutral axis of the slab as per Bubble Deck Slab technology. One-way slab specimens of size 700 × 300 × 150 mm thick were produced and subjected to a four-point flexural load test. Findings from the study indicated that: (1) The PKS-filled bottle slabs

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Abg Adenan, Dyg Siti Quraisyah, K. Kartini, and M. S. Hamidah. "Comparative Study on Bubble Deck Slab and Conventional Reinforced Concrete Slab – A Review." Journal of Advanced Research in Materials Science 70, no. 1 (2020): 18–26. http://dx.doi.org/10.37934/arms.70.1.1826.

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28

Joshi, Amulya G., and Vishwajeet A. Kadlag. "Analysis and Comparative Study of Conventional Slab With Voided Slab." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (2022): 1014–21. http://dx.doi.org/10.22214/ijraset.2022.43726.

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Abstract— As the infrastructure is developing there is need for some changes in the construction field, as one cannot rely on the same method for a long time as it can have different consequences. The main consequence is the shortage of material and manpower. Also, money matters a lot in construction department along with it the machines, equipment and technology in some region is not at a level, which we want. Hence in order to satisfy these results Bubble deck slab is one of the most effective slab techniques to replace conventional slab in terms of money and materials. In this study a hollo

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Snehal, Kitture, Kabra Nakul, and Ahire |. Jayesh Burad |. Swapnil Kate Hemant. "Experimental Study on Voided Biaxial Slab and its Application." International Journal of Trend in Scientific Research and Development 2, no. 1 (2017): 1224–28. https://doi.org/10.31142/ijtsrd7153.

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Slab is largest member which consumes concrete. If the load acting on the slab is large or clear span between columns is more, the thickness of slab increases. It leads to consume more material such as concrete and steel due to this, self weight of slab is increased. To avoid these disadvantages voided slab system is used. Reinforced concrete slab with plastic voids is a new and innovative type of construction. It is developed to allow for lighter self weight of the structure while maintaining similar load carrying capacity of a solid slab. High density polyethylene HDPE hollow spheres replace

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30

Filho, Marcílio M. A., Paulo A. G. Piloto, and Carlos Balsa. "Thermal Behaviour of Rebars and Steel Deck Components of Composite Slabs under Natural Fire." Journal of Composites Science 6, no. 8 (2022): 232. http://dx.doi.org/10.3390/jcs6080232.

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Most of the studies involving composite slabs under fire follow the standard fire scenario described by the ISO 834 curve, disregarding the cooling-phase. However, recent studies show that this phase is equally important, as it can lead to the collapse of the structure. Therefore, the present research carried out a parametric study, using numerical models, validated through experimental tests, to evaluate the thermal behaviour of the composite slabs components under natural fire. The results showed that the maximum temperatures in the reinforcement bars occur during the cooling-phase, reaching

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31

Ishwor, Singh Saud, and Narsingh Raj Bhandari Suman. "Effectiveness of Plastic Voided Slab in Buildings as per Indian Standard." Journal of Sustainable Construction Engineering and Project Management 6, no. 1 (2023): 28–43. https://doi.org/10.5281/zenodo.7812686.

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<em>The plastic voided slab system in a building are seems effective and efficient in terms of economy, environmental sustainability as well as structural performances. Buildings with the plastic voided slab system are able to decrease the amount of concrete by 30 percent or more. It reduces the concrete from the mid height of slab where the concrete has no significant structural function.</em> <em>This paper presents, a building having two way reinforced concrete slab with the plastic voids construction in comparison with a building with the traditional solid flat slab construction under the

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32

Habeeb, Maha, Adel A. Al-Azzawi, and Faiq M. S. Al-Zwainy. "Punching shear behavior of LWA bubble deck slab with different types of shear reinforcement." Journal of King Saud University - Engineering Sciences 33, no. 1 (2021): 15–22. http://dx.doi.org/10.1016/j.jksues.2020.01.001.

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33

Kumar, Nitin. "Strength of RC Beam Using Geo Polymer Concrete and Adoption Bubble Technology." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 1898–99. http://dx.doi.org/10.22214/ijraset.2022.46540.

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Abstract: Bubble Deck technology first time in European countries provide consumption of high-density polyethylene hollow spheres to replicate the unproductive material in the mid of the slab, consequently diminishing the deceased burden and escalating the competence of the flooring. This process be used in the concrete floor system. Concrete is superior in firmness and thus is further constructive in the compression section than in the tension section. The diminution in concrete can be done by replacing the tension region concrete. Keeping the equal design in intellect, an effort has been end

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Vinod Kumar, M., and Taha Abou Hamza. "Finite element analysis on effect of different ball spacing in bubble deck lightweight concrete slab." IOP Conference Series: Materials Science and Engineering 872 (June 27, 2020): 012124. http://dx.doi.org/10.1088/1757-899x/872/1/012124.

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35

K. Al-Fwadhil, Muntadher, and Waleed A. Waryosh. "PUNCHING SHEAR BEHAVIOR OF A SELF-COMPACTED BUBBLE DECK SLAB SUBJECTED TO FIRE AND WATER COOLED." Journal of Engineering and Sustainable Development 26, no. 2 (2022): 40–55. http://dx.doi.org/10.31272/jeasd.26.2.5.

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In this research the punching shear behavior of Self-Compacted bubble RC slab was investigated after burning it in real fire test until reach 300 C° and cooling it by air and water Experiment results show that using self-compacted concrete improves the cracking pattern and punching failure zone due to improvements in the microstructure of the concrete and how it fills voids and makes contact with the plastic ball. The ultimate load increased by (13) % when using SCC with the same fć, and the effect of water cooling was reduced compared to its effect on normal concrete due to SCC's lower permea

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H.Jaber, Imtethal, and Waleed A .Waryosh. "Punching Shear Strength of Bubbled Deck Slabs." International Journal of Applied Science and Research 07, no. 04 (2024): 310–14. http://dx.doi.org/10.56293/ijasr.2024.6025.

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Bubbled slabs are used to reduce the overall weight of the slab by minimizing the volume of concrete in the central portion of the slab. This drop leads to cost savings, a decrease in building time, enhancements in structural performance, and an improvement in the efficiency of the slab. Although this slab style has several advantages, it is comparable to flat slabs. The higher stress concentration at the column connection leads to failure due to punching shear. Furthermore, as recommended by construction regulations, the design equations for bubbling slabs are based on experimental data obtai

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Harba, Ibrahim S. I., and Mais A. Hammed. "Numerical Analysis of Shear Strength Behavior of self-compact reinforced concrete Two-way Bubble Deck Slab with Shear Reinforcement." IOP Conference Series: Materials Science and Engineering 518 (June 5, 2019): 022050. http://dx.doi.org/10.1088/1757-899x/518/2/022050.

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38

Deshmukh, Abhinay I. "Strength of RC Beam using Geopolymer Concrete and Adopting Bubble Technology." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 2812–16. http://dx.doi.org/10.22214/ijraset.2021.35026.

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The Bubble Deck technology developed in Europe makes use of high-density polyethylene hollow spheres to replace the ineffective concrete in the centre of the slab, thus decreasing the dead weight and increasing the efficiency of the floor. Concrete is good in compression and hence is more useful in the compression region than in the tension region. The reduction in concrete can be done by replacing the tension zone concrete. Keeping the same idea in mind, an attempt has been made to find out the effectiveness of plastic bubbles by replacing concrete in the tension zone of Ordinary Portland Cem

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39

Alfeehan, Ashraf Abdulhadi, Hassan Issa Abdulkareem, and Shahad Hameed Mutashar. "Flexural behavior of sustainable reactive powder concrete bubbled slab flooring elements." Challenge Journal of Structural Mechanics 3, no. 2 (2017): 81. http://dx.doi.org/10.20528/cjsmec.2017.04.010.

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Voided slabs are reinforced concrete slabs in which voids allow to reduce the amount of concrete. The bubbled deck slab is a new and sustainable biaxial floor system to be used as a self-supporting concrete floor. The use of voided slabs leads to decrease the consumption of materials and improve the insulation properties for enhancing the objectives of sustainability. This study presents an investigation into the flexural behavior of sustainable Reactive Powder Concrete RPC bubbled slab flooring elements. Six one-way slabs were cast and tested up to the failure. The adopted variables in this s

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40

Abdulkhaliq, Mohannad, and Ali Hussein Al-Ahmed. "The Flexural Behavior of One-Way Concrete Bubbled Slabs Reinforced by GFRP-Bars with Embedded Steel I-Sections." Engineering, Technology & Applied Science Research 14, no. 4 (2024): 15860–70. http://dx.doi.org/10.48084/etasr.7680.

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This study examines the behavior of polymer bubbled deck slab systems, one-way concrete slabs with polymer sphere voids reinforced with Glass Fiber-Reinforced Polymer (GFRP) rebars, and embedded I-shaped steel beams. Six one-way structural concrete slabs (2600 mm long, 600 mm wide, 150 mm deep) were tested and directly supported under two points bending. Five Bubbled Slabs (BS), one of which was un-strengthened, were compared to the reference Solid Slab (SS) without polymer spheres. Each slab had 95 polymer sphere voids of 90 mm diameter and 15.48% self-weight decrease. Several parameters, inc

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Belostotsky, Alexander, Alexander Nagibovich, Sergey Scherbina, and Tatiana Vasileva. "NUMERICAL MODELING OF CAST-IN-PLACE REINFORCED CONCRETE BUBBLE DECK FLOOR SLABS UTILIZED IN EARTHQUAKE-PRONE REGION." International Journal for Computational Civil and Structural Engineering 21, no. 2 (2025): 187–99. https://doi.org/10.22337/2587-9618-2025-21-2-187-199.

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This article presents developed techniques for numerical modelling of lightweight cast-in-place reinforced concrete bubbledeck floor slabs and a comparative analysis of different approaches to numerical modelling of buildings and structures with such lightweight floors, that are constructed in earthquake-prone regions.

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Prof. S. S. Shelar, Prof. P. T. Jagtap, Vaishnavi Sonawane, Chetna Sanvatsarkar, Jyoti Chavan, and Mansi Sanap. "Bubble Deck Slab." International Journal of Advanced Research in Science, Communication and Technology, April 14, 2025, 237–40. https://doi.org/10.48175/ijarsct-25232.

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The query "Bubble take slab" seems to be related to Bubble Deck Concrete (RBDC) slabs, which integrate hollow bubbles within the concrete structure to reduce weight and material usage. This response will explore the characteristics, applications, and environmental impacts of bubble deck slabs based on the provided documents

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Das, Ritesh. "DESIGN AND EXPERIMENTAL ANALYSIS OF BUBBLEDECK SLAB." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 06, no. 04 (2022). http://dx.doi.org/10.55041/ijsrem12612.

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Bubble deck, which is another name for voided slabs whose core is placed with HDPE balls that may be of different shapes and sizes is a technology that is presently procuring awareness around the world as a result of its enormous positive effects on the whole structure; this include its reduced weight, economical and mutability in terms of slab span. This research work has focused on the use of bubble deck in construction industry. Concrete grade of M35 was used. Two slabs were casted, one with HDPE Balls and the other without balls. The slab without HDPE balls (conventional slab) was casted w

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Nisar, Ahmed, Yasir Hameed Khan, and Tawfeeq Ahmad Wani. "Flexural performance of fly ash bubble deck slab." Materials Today: Proceedings, April 2024. http://dx.doi.org/10.1016/j.matpr.2024.04.016.

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DEHGAN HADDAD, Mina, and Sabit OYMAEL. "The examination of the slabs formed with hollow plastic modules." Disiplinlerarası Yenilik Araştırmaları Dergisi, November 24, 2023. http://dx.doi.org/10.56723/dyad.1332842.

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There are various slab systems in reinforced concrete buildings, and these are slabs settling on beams or shear walls and operating in one or two ways, one- or two-way ribbed (cassette) slabs, t-beam slabs, mushroom slabs, and pre-tensioned or post-tensioned slabs. Apart from these, the hollow core slabs are of distinct importance. Among these slabs that settle on the ground, there are ones with hollow cores and also ones with closed-cells. Such slabs are able to protect human health against the negative effects of water, moisture, and ground gases. In this study, the difference between Cobiax

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Mustafeezul Haque, Md, and Md Marghoobul Haque. "Finite element analysis of bubble deck slab with various thickness of HDPE bubble." Materials Today: Proceedings, May 2022. http://dx.doi.org/10.1016/j.matpr.2022.05.318.

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Jafari, Maryam. "Assessing the Environmental Impact of Diverse Slab Designs in Timber, Concrete, and Steel on the Life Cycle Assessment of a high-rise building." International Multidisciplinary Research Journal, March 15, 2025, 35–45. https://doi.org/10.47722/imrj.2001.38.

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The building and construction sector are a significant contributor to greenhouse gas (GHG) emissions, accounting for approximately 40% of global energy-related CO2 emissions. High-rise buildings, in particular, have substantial environmental impacts due to the extensive materials and energy required for their construction and operation. This study analyses the environmental impact of three different slab designs on the Life Cycle Assessment (LCA) in a high-rise building design. As example of a high-rise building, the Pontina Tower, a 128-meter concrete high-rise building in Italy, will be cons

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Pardeshi, Mahesh, Salim Mulla, Sitaram Gawde, et al. "A Comparative Study of Post Tension Voided Slab." International Journal of Innovative Research in Engineering & Multidisciplinary Physical Sciences 13, no. 3 (2025). https://doi.org/10.37082/ijirmps.v13.i3.232471.

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Nowadays, several research are concerned with studying the effect of voids in concrete elements specially voided slabs. The concept of voided concrete slabs depends on removing inactive concrete parts without affecting performance of the elements. This can be accomplished by replacing inactive concrete by hollow plastic forms. There are many systems that adopt this concept like cobiax, bubble deck, U-boot, Bee plate, and donut. This research reviews many experimental and numerical studies concerning voided slabs to shed light on their design methods, their advantages and disadvantages, their c

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Anusha, M., H. J. Surendra, B. R. Vinod, and S. Bhavya. "Modelling using finite element analysis in the structural behavior of bubble deck slab." Materials Today: Proceedings, July 2022. http://dx.doi.org/10.1016/j.matpr.2022.06.337.

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jamal, Jasna, and Vishnu Vijayan. "A Study on Strengthening of Bubble Deck Slab With Elliptical Balls by Using GFRP Sheets." SSRN Electronic Journal, 2018. http://dx.doi.org/10.2139/ssrn.3591289.

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