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Artykuły w czasopismach na temat „Slab construction”

Autor: Grafiati

Data publikacji: 2 czerwca 2025

Data aktualizacji: 31 lipca 2025

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1

Heronilda, Andaque, and Sadeghi Kabir. "Comparison Between Timber Concrete Composite Slab and Solid Slab for Residential Buildings." International Journal of Innovative Science and Research Technology 8, no. 5 (2023): 612–23. https://doi.org/10.5281/zenodo.7950950.

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This research aims to compare Timber concrete slabs (TCC) with solid slabs (RC) to show that TCC may be used to minimize building weight and construction costs. Moreover, the purpose of this project is to use CypeCAD software to design a one-way TCC slab and a two-way solid slab, analyze the data supplied in the software, and compare the findings according to the Eurocode standard. The results illustrate that although the timber concrete composite slab is a new constructive solution and is little used in many constructions, it is less expensive compared to the conventional solution adopted in

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singh, Akshansh, Vinayak mishra, and R. P. Singh. "Study of a Flat Slab Building with a Shear Wall at Core and X-Bracing." IOP Conference Series: Materials Science and Engineering 1273, no. 1 (2023): 012004. http://dx.doi.org/10.1088/1757-899x/1273/1/012004.

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Abstract Construction with flat slabs is quite dangerous when there is strong earthquake shaking. Two different forms of flat slab buildings—flat slab with shear wall at core and flat slab with x-bracing—are considered in the study. These flat slab constructions’ structural rigidity is increased by this lateral force-resisting mechanism. It has been found that adding a shear wall considerably boosts the flat slab structure’s ability to withstand lateral forces.

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Salami, A., A. Garba, and I. A. Adamu. "Comparative Cost and Design of Solid, Ribbed and Waffle Slab for a Three-storey Shopping Complex Using Prota, Orion and Spreadsheet." Journal of Engineering Research and Reports 25, no. 8 (2023): 157–69. http://dx.doi.org/10.9734/jerr/2023/v25i8969.

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Cost is an important factor in choosing the type of floor or slab used in any construction. When a large space within a building needs to be covered without hindrance and supports, waffle or ribbed slabs are used. For all slab systems, the cost constitutes a significant portion of the overall cost of the structure. Therefore, this research aims to select a preferable slab system with the least construction cost for a shopping mall. Computer-aided design software such as Prota 2018 and Orion 2018 was used for analysis and design, and RCC spreadsheets were used to manually check the slabs. The r

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M. Ibrahim, Amer. "Effect of Construction Type on Structural Behaviour of R.C Bubbled One-Way Slab." DJES 12, no. 1 (2019): 73–79. http://dx.doi.org/10.24237/djes.2019.12109.

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Using Bubbles in the slab is a revolutionary method of eliminating concrete from the middle of conventional slab as this concrete does not perform any structural function, thereby dramatically reducing structural dead weight. This research presents experimental study to investigate the effect of construction type on the strength and behaviour of bubbled one-way slabs. The experimental program consists of testing four slabs with dimensions of 1850mm×460mm×110 mm. One1of the tested slabs was conventional slab (without bubbles), two bubbled slabs with different types of construction (simple and f

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5

Zhang, Jing Shu, Huan Huan Nie, Yuan Long Yang, and Yuan Yao. "Research and Application of Pre-Stressed Concrete Composite Slabs." Applied Mechanics and Materials 166-169 (May 2012): 131–39. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.131.

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The pre-stressed concrete composite slab, which combines the advantages of cast-in-place slabs and precast slabs, has promising development prospects. In the paper, according to structural integrity, bond performance, sound insulation, thermal preservation and construction techniques, four categories composite slab, such as the composite slab with flat bottom panel (including the composite slab with bar truss reinforced precast concrete bottom panel), the concrete composite slab with precast ribbed panel, the composite slab with hollow bottom panel and the composite slab with sandwich bottom p

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6

Ajinkya, M. Balate, and R. MagarPatil H. "Assessment of Response Reduction Factor of Flat Slab Structures by Pushover Analysis." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 6 (2020): 157–63. https://doi.org/10.35940/ijeat.F1355.089620.

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India is rapidly developing in every aspect now. As a result of which number of smart cities are now arising. while building such smart cities major role is played by infrastructural development. In this infrastructures, speedy and economical constructions are expected to make them more effective. Among such effective construction systems, Flat slab system is the one and is being widely applied on large scale. Flat slabs are thin solid reinforced concrete slabs which are supported directly by columns without beams. Flat slab system is now well adopted for constructions of high rise multi- stor

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7

Qi, Jiarui, and Hsi-Chi Yang. "Improvement of a Truss-Reinforced, Half-Concrete Slab Floor System for Construction Sustainability." Sustainability 13, no. 7 (2021): 3731. http://dx.doi.org/10.3390/su13073731.

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The truss-reinforced half-concrete slab has been widely used in prefabricated construction all over the world. It has become the most widely used prefabricated component form in China. However, its construction cost is higher than using the conventional construction method. To improve the half slab floor system, it is essential to have a comprehensive understanding of the truss-reinforced half slab’s structural performance over its complete loading history. Six experimental tests on such slabs were carried out. Three of them were reinforced with a steel bar truss (SBT) and the other three with

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8

Bosbach, Sven, Matthias Kalthoff, Cynthia Morales Cruz, Viviane Adam, Thomas Matschei, and Martin Classen. "Digital Prefabrication of Lightweight Building Elements for Circular Economy: Material-Minimised Ribbed Floor Slabs Made of Extruded Carbon Reinforced Concrete (ExCRC)." Buildings 13, no. 12 (2023): 2928. http://dx.doi.org/10.3390/buildings13122928.

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To reduce resource consumption and the carbon footprint of the construction industry, new construction principles that stipulate the minimisation of materials are urgently needed. Floor slabs show high potential for saving materials and CO2 emissions, as they account for around 50% of the total volume of concrete used worldwide. A promising approach is the use of corrosion-resistant carbon fibre-reinforced polymer (CFRP) reinforcement, which requires only a small concrete cover to meet bond requirements. Regarding the component’s topology, material-efficient ribbed or waffle slabs have been bu

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9

Kigoye, Eriya, and Michael Kyakula. "Load Deflection Relationship of a Solid Slab under the Action of Construction Loads." Advances in Civil Engineering 2022 (March 9, 2022): 1–16. http://dx.doi.org/10.1155/2022/3125920.

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Over the past decades, there has been a tremendous improvement in the concrete placement technology in Uganda. The methods have moved from being manual to the use of concrete pumps. A concrete pump is capable of pumping high volumes of concrete per minute. This implies that for small volume slabs before the setting of concrete, the whole weight of the fresh concrete of the upper slab, formwork, and props is transferred to the lower supporting slab. During construction, slabs are stacked with materials like bricks, blocks, sand, and aggregates. Construction loads such as block loads and loads d

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10

Abdulaziz, I. Almuaybid, Abdulghafour Abdulrazak, and A. Mlybari Ehab. "Cost Optimization of Solid Slabs using the Iteration Method." Indian Journal of Science and Technology 16, no. 2 (2023): 123–32. https://doi.org/10.17485/IJST/v16i2.1905.

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ABSTRACT <strong>Objectives:</strong> The research aims at minimizing construction projects’ costs, including solid slab materials (steel and concrete), by analyzing the slab’s parameters and optimizing the slab design using the iteration method. <strong>Methods:</strong> Research data were given as thirty solid slabs. Excel spreadsheets were made according to the Saudi Building Code specifications to optimize the slab design automatically and determine the minimum amount of concrete and steel. Plugging of the given data was done in an iterated method while assuring

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11

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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12

Sarhan, Osamah, Mahdy Raslan, and Gazi Tallawi. "Hollow-core precast and two-way solid slabs: Cost estimation and time duration comparison." International Journal of Advanced Engineering, Sciences and Applications 2, no. 1 (2021): 29–35. http://dx.doi.org/10.47346/ijaesa.v2i1.22.

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Time and cost are important factors affecting the successful completion of the construction building project. This study analyses and examines the cost and time comparison of precast and cast-in-situ slabs of a particular building. Taking into account that slab is one of the important structural members, this study will take the hollow core slab in particular which can define as precast prestressed concrete elements contain an empty void inside of it which mostly used for floor, roof slabs and wall panels. The results demonstrate that the precast slab construction time is extremely faster in c

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13

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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14

Chamelka, Prakash. "Assessment of Large Span Multistory Building Using Various Slab Under Earthquake Response." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 04 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem30308.

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With the growing need for multistory buildings in a variety of industries, the need for novel structural solutions has become critical. This research looks at the structural behaviour of wide span structures, with an emphasis on the use of various slab forms to meet the problems provided by growing architectural trends. The study undertakes a detailed literature analysis, looking into the use of Grid Slabs, Flat Slabs, Waffle Slabs, and Ribbed Slabs alongside regular slabs to improve stiffness and load-carrying capability in large-span buildings. Architects are challenged to accommodate bigger

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15

Wang, Lu Min, Da Ying Zhang, and Xing Pei Liang. "Design and Construction of the Slab with Novel Filled Material." Advanced Materials Research 168-170 (December 2010): 1025–29. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1025.

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A new cast-in-situ slab which is filled with novel filled material (EPS-block) consisting of disused expanded polystyrene plastic granule, cement and building cementing powder is invented. EPS-block with perfect centrosymmetric torus shape is very suitable for filling into two-way slabs. It breaks a new path to use disused expanded polystyrene foam, and reduces environment pollution greatly. Through the practical study of the slab with EPS-block, the appropriate construction method is found out, and the dependable construction technique is afforded for further development of the slab with EPS-

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16

Tangudu, Manoj, Jagadeesh Bommisetty, Tirukovela Sai Keertan, and P. V. V. S. S. R. Krishna. "Shear capacity enhancement of slab-column joint of a flat slab system." IOP Conference Series: Earth and Environmental Science 1409, no. 1 (2024): 012040. http://dx.doi.org/10.1088/1755-1315/1409/1/012040.

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Abstract The need for beam-less space structures has been increasing globally in recent times to meet the demand new construction method is being used popularly known as Flat slab. Flat Slab has many advantages such as ease of application of formwork, more space to occupy, and shorter duration for construction. Implementing efficient load-bearing structures is an often-underestimated measure with enormous saving potential compared to conventional, but rather criteria such as construction costs the possibility of integrating building services components must be socially sustainable including sa

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17

Jokinen, Eric P., and Andrew Scanlon. "Field measured two-way slab deflections." Canadian Journal of Civil Engineering 14, no. 6 (1987): 807–19. http://dx.doi.org/10.1139/l87-119.

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Results of a survey of two-way slab deflections both during and after construction of a 28-storey office tower are presented. A comparison is made between measured deflections and deflections computed using a finite element program that includes the effects of cracking. Effects of construction loading and time-dependent deformations are included in the calculations. The measured and calculated deflections illustrate the high variability that can be expected in two-way slab deflections. Key words: concrete construction, deflection, finite elements, loads, multistorey construction, two-way slabs

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18

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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19

Lewerenz, Camilla, Mozhdeh Shirinzadeh, and Richard Stroetmann. "Numerical investigations of the load‐bearing and fatigue behavior of orthotropic composite slabs for road bridges." ce/papers 6, no. 3-4 (2023): 220–25. http://dx.doi.org/10.1002/cepa.2686.

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AbstractFatigue damage to existing steel bridges occurred due to the large increases in traffic loads and the notch sharpness in the details of orthotropic steel roadway slabs. The development of the orthotropic‐composite‐slab (OC‐slab) provides an alternative durable and lightweight composite construction. As part of the AIF‐FOSTA research project P1265 [1], the orthotropic‐composite‐slab for road bridges is currently being investigated at the Technische Universität Dresden. The project aims to develop fundamentals for the design of OC‐slabs with dowel strips. The investigations create import

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Salomão, Ítalo Linhares, and Placido Rogério Pinheiro. "Exploring Analytical Hierarchy Process for Multicriteria Assessment of Reinforced Concrete Slabs." Applied Sciences 13, no. 17 (2023): 9604. http://dx.doi.org/10.3390/app13179604.

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The decision regarding which slab type should be used in a building is generally made by the structural engineer, considering structural efficiency and compatibility with the architectural design, as well as the costs related to the amount of material used in each option. Because of the technical responsibilities inherent to this specialty, the decision-making process neglects to encompass various other factors of consequence that influence the construction process. These considerations include productivity, the visual and aesthetic characteristics of the slab, waste generation, and thermal an

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21

Švolík, Milan, Peter Makýš, Patrik Šťastný, and Marek Ďubek. "Optimising load transfer using temporary supports in monolithic construction." Acta Polytechnica 64, no. 5 (2024): 448–54. http://dx.doi.org/10.14311/ap.2024.64.0448.

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When constructing a ceiling slab, it is essential that the load is effectively transferred to the lower floors. However, challenges arise when the lower ceiling slabs do not meet the specified design strengths, potentially indicating inadequate load bearing capacity. This article explores a novel approach to solving this problem by using supports that are not traditionally used for slab formwork, but rather as backpropping mechanisms. These supports serve as static reinforcements for the ceiling slabs, optimising the load distribution. This article delves into the distinctive features of these

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Luhchenko, Olena, Ali Nazhem, and Dmitriy Oreshkin. "Peculiarities of calculation and design of slabs on elastic cushion reinforced with non-metallic composite reinforcement." MATEC Web of Conferences 230 (2018): 02017. http://dx.doi.org/10.1051/matecconf/201823002017.

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Fiber-glass composite reinforcement becomes increasingly popular in different spheres of industry and public economy. Unique technology of the reinforcement production allows receiving the high-quality construction material which complies with modern requirements of liability, quality and safety. Pavlivska Square in Kharkiv may serve as an example of efficient application of non-metallic composite reinforcement for the reinforcement of slabs on elastic cushion during the construction of which the composite grids SKS-100/100 manufactured by Ekipage Technological Group were used as the reinforce

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Ruan, Xuanqi, Deshen Chen, Yan Zhang, Zimeng He, Yaning Li, and Baiping An. "MECHANICAL PROPERTIES OF A NEW FULLY PREFABRICATED STAGGERED FLIP-DOWN SLAB." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 29, no. 4 (2023): 318–28. http://dx.doi.org/10.3846/jcem.2023.18597.

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Prefabricated slab has been widely used in the global construction industry due to energy saving, environmental protection, and good economic advantages. In this paper, a new type of fully prefabricated staggered flip-down slab without cast-in-situ operation has been proposed. First, the experiments were carried out on the new slab. The structural performance of the new slab was compared with the cast-in-situ slabs and composite slabs of the same specification. The experimental results showed that the ultimate bearing capacity of the new slab meets the requirements for practical utilization. O

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Kim, Uiseok, Byungchan Min, Junghoon Kim, Hangseok Choi, and Sangwoo Park. "Study on Increase in Stability of Floating and Underground Extension Method through Slab Pre-Construction." Sustainability 13, no. 24 (2021): 13696. http://dx.doi.org/10.3390/su132413696.

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The development of underground spaces in urban areas plays a crucial role in the regeneration and sustainability of cities. However, the conventional underground excavation works in metropolises limit the use of the ground facilities owing to stability, noise, and vibration problems, which may cause huge economic damage. In this study, a method of pre-constructing slabs of underground facilities was analyzed to improve the stability of the floating and underground extension method, even during the use of the target building. First, a numerical simulation was conducted to compare the stability

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Pavlikov, Andriy, Nataliia Pinchuk, Oleksiy Fenko, and Volodymyr Kyrychenko. "The Flat Slab Structural System for Cottage Construction." International Journal of Engineering & Technology 7, no. 4.8 (2018): 152–56. http://dx.doi.org/10.14419/ijet.v7i4.8.27231.

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A perspective area of construction is the cottage buildings construction in suburban scenic areas. It is expedient to use prefabricated reinforced concrete structures, namely the industrial flat slab structural system, to reduce the cost and the construction time. The structure of the frame includes columns, rigidity elements and slabs of overlapping. Design schemes and testing equipment are developed and proposed for research bearing capacity of the main structural elements of the frame. The experimental investigation results of the reinforced concrete slabs from flat-slab constructive system

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Nikam, Y. K., and Dr H. S. Jadhav. "Review on Multistoried Building with Flat and Grid Slab." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 4337–44. http://dx.doi.org/10.22214/ijraset.2022.45993.

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Abstract: An increase the use of tall structures is caused by a constant rise in population. An earthquake is called on by seismic waves that reach the surface of the earth. Different locations experience different shaking intensity during earthquakes, and these locations also experience various degrees of construction damage. In order to build the structure to withstand an earthquake, these lateral forces on the structure must be estimated and specified. Structures should be stiff and strong enough to control displacement at supports and be designed to resist these rapid forces. Even a buildi

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Binder, Eva, Wit Derkowski, and Thomas K. Bader. "Development of Creep Deformations during Service Life: A Comparison of CLT and TCC Floor Constructions." Buildings 12, no. 2 (2022): 239. http://dx.doi.org/10.3390/buildings12020239.

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Cross-laminated timber (CLT) slabs in residential buildings need additional weight, e.g., in the form of screeds or gravel layers, to fulfill the criterion for the highest impact-sound class. The additional mass is, however, not exploited for the load bearing behavior, but adds additional weight and leads to an increased height of the floor construction. In this study, such a CLT floor construction with a construction height of 380 mm is compared with a composite slab consisting of a CLT plate with a concrete layer on top with a floor construction height of 330 mm. The timber concrete composit

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Deep Gopal Rathod and Dr. Ajay radke. "A Review paper on seismic response of various slab systems with and without lateral load resisting systems." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 03 (2024): 551–54. http://dx.doi.org/10.47392/irjaeh.2024.0079.

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With the ongoing modern trends of the construction industry, slab systems like flat slab and post tensioned slabs are widely used in the construction. Flat and post tensioned slab are widely favored by architects and clients for aesthetic reasons. They also do possess a huge advantage structurally over conventional slab arrangement such as Less depth of the slab is required , increasing the floor-to-floor height , longer spans are possible , no beam projections , reduced self-weight of the building and many more. But it comes with its own disadvantages as well such as Brittle punching (shear)

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Untermarzoner, Franz, Johann Kollegger, Michael Rath, Kerstin Gaßner, and Tobias Huber. "Deck Slab Elements for the Accelerated Construction of Steel–Concrete Composite Bridges." Applied Sciences 13, no. 13 (2023): 7825. http://dx.doi.org/10.3390/app13137825.

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Various methods have been developed to produce deck slabs for steel–concrete composite bridges. Usually, the deck slabs are cast with in situ concrete using a formwork carriage, resulting in construction progress of 15 to 25 m of deck slab per week. A new construction method was developed at the Institute of Structural Engineering (TU Wien), which enables the swift erection of the concrete deck slab. This method employs precast deck slab elements with reinforced concrete cross-beams which span in the transverse direction. With this new construction method, producing up to two deck slab section

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Fanny Ardiana Harijanto, I Nyoman Dita Pahang Putra, and Nia Dwi Puspitasari. "Analysis of the Application of Hollow Core Slab to Cost and Time Efficiency in High Rise Building Construction Project." Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil 2, no. 3 (2024): 234–46. http://dx.doi.org/10.61132/konstruksi.v2i3.428.

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The floor slab is one of the factors that affect the cost and duration of construction projects because it has the largest volume of work among other jobs. The selection of the method of implementation of floor slab work also affects the efficiency of development. The use of precast slabs can be an alternative to conventional floor slabs because of their potential to increase cost efficiency, speed up implementation time, and increase structural durability. In this study, a comparative analysis of cost efficiency and scheduling time of precast hollow core slab (HCS) method as an alternative to

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Mohanasundari, R., and C. Subramanian. "Optimization of Flat Slab Using Genetic Algorithm." Journal of Advances in Civil Engineering and Management 4, no. 3 (2021): 1–15. https://doi.org/10.5281/zenodo.5790665.

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In this study optimization of reinforced concrete flat slab with drop and column head according to the Indian code (IS 456-2000) is presented. The optimum design of reinforced concrete flat slab could reduce its construction cost because it is usually employed in large floor area without any structural framing beams. Flat slabs are highly versatile elements widely used in construction. The objective function is the total cost of the flat slab, which consists of cost of concrete cost of steel and cost of formwork. The structure is designed by using Direct Design Method. Cost of flat slab is opt

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Zhu, Yongjian. "Research on Stresses of Narrow Joints Caused by Construction Process of CRTSIISlab Track." MATEC Web of Conferences 175 (2018): 02034. http://dx.doi.org/10.1051/matecconf/201817502034.

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A separate finite element model of 1/4 unit track slab of CRTS IIslab track was established for the analysis of the influence of construction process on stresses of narrow joints. When track slabs were connected by tension and when wide joints hardened, the impacts of the longitudinal connection of CRTS IIslab on stresses of narrow joints were analysed. The results show that when track slabs are connected by tension, the bonding states between track slab and mortar layer have little effect on track slab expansion displacement and the re-compression of narrow joints caused by the tensioning for

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Wang, Xiao Wei, Wen Ling Tian, Zhi Yuan Huang, Ming Jie Zhou, and Xiao Yan Zhao. "Analysis on Punching Shear Behavior of the Raft Slab Reinforced with Steel Fibers." Key Engineering Materials 400-402 (October 2008): 335–40. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.335.

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The thickness of the raft slab is determined by punching shear. The raft slab is commonly thick, which causes concrete volume is large. Mass concrete can bring disadvantage to the foundation. In order to increase the bearing capacity and reduce the thickness, it is suggested that the raft slab to be reinforced by steel fibers. There are five groups of specimens in this paper. S1 is the common reinforced concrete slab. S2 and S3 are concrete slabs reinforced by steel fibers broadcasted layer by layer when casting specimen. S4 and S5 are concrete slabs reinforced by steel fibers mixed homogeneou

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Hulke, Pankaj, and S. S. Solanke. "Comparative Study of Different Types of Slab for Same Structural Condition." IOP Conference Series: Earth and Environmental Science 1193, no. 1 (2023): 012001. http://dx.doi.org/10.1088/1755-1315/1193/1/012001.

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Abstract The regular slab is often supported by a beam in modern construction, With a modest slab width and a big beam deep, the weight is transmitted from beam to column. Because of the flat slab, architects may construct partition walls wherever they are required. It is popular since it assists with weight reduction, stimulates quick development, and is did-not expensive. Similarly, since its debut, the classic slab has brought benefits such as greater rigidity. It offers a higher weight bearing capacity while also being good and economical. Grid slabs are required if the span is higher than

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Wang, Yifan, Tianlai Yu, Linlin Zhang, Lihui Yin, Yuxuan Wu, and Binglin Chen. "Fatigue Performance of Rib Beam Bridge Slabs Reinforced with Polyurethane Concrete Based on the Damage Theory." Buildings 12, no. 6 (2022): 704. http://dx.doi.org/10.3390/buildings12060704.

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In this paper, the rib beam bridge slabs were taken as the research object. Static load and fatigue tests were carried out on the benchmark bridge slabs to determine the ultimate load capacity and fatigue life of the bridge slabs. Then, the bridge slab was pre-damaged and reinforced with polyurethane concrete. A fatigue test was carried out on the reinforced bridge slab to study the fatigue performance. Based on the damage theory, the fatigue damage reinforcement finite element models of the bridge slabs under different damage degrees were established. The fatigue performance of the reinforced

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Al-Ahmed, Ali Hussein Ali, Falah Hasan Ibrahim, Abbas AbdulMajeed Allawi, and Ayman El-Zohairy. "Behavior of One-Way Reinforced Concrete Slabs with Polystyrene Embedded Arched Blocks." Buildings 12, no. 3 (2022): 331. http://dx.doi.org/10.3390/buildings12030331.

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This study presents experimental and numerical investigations on seven one-way, reinforced concrete (RC) slabs with a new technique of slab weight reduction using polystyrene-embedded arched blocks (PEABs). All slabs had the same dimensions, steel reinforcement, and concrete compressive strength. One of these slabs was a solid slab, which was taken as a control slab, while the other six slabs were cast with PEABs. The main variables were the ratio of the length of the PEABs to the length of the slab (lp/L) and the ratio of the height of the PEABs to the total slab depth (hP/H). The minimum dec

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Cao, Xian Lei, and Zhi Feng Zhang. "Study on the Application of Computer Synchronous Control in Lift-Slab Construction for Steel Frame Structures." Advanced Materials Research 216 (March 2011): 45–49. http://dx.doi.org/10.4028/www.scientific.net/amr.216.45.

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By optimizing construction process, the laminated lift-slab method that means to lift two slabs one time upgraded from the traditional layer by layer lifting was proposed, the method in optimizing the construction process, shorten the construction period and improve the stability of group column has the significant advantages. Studied the application of computer synchronous control technology and solved the non-synchronization difficult problems in lifting slab, by controlling the lifting height error, which can reduce the board's destruction, reduce the burden uniformity of hoist, increase th

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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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Li, Bing, Zhengshang Li, Zhijun Chen, Zhoulin Yang, and Yang Zhang. "Experimental Study on the Structural Performance of Reinforced Truss Concrete Composite Slabs during and after Fire." Buildings 13, no. 7 (2023): 1615. http://dx.doi.org/10.3390/buildings13071615.

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Standard fire resistance tests and post-fire tests on residual mechanical properties were carried out on two four-edge simply supported reinforced truss concrete two-way composite slabs with wide seam splicing (“integral seam”) and close seam splicing (“separated seam”), and the effects of the different splicing forms on the mechanical properties of the reinforced truss concrete composite slabs during and after exposure to high temperatures were explored. The results indicate that there are significant differences in terms of crack developments, moisture loss times on the slab surface, spallin

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Han, Zebin, Wenjun Qu, and Peng Zhu. "Research on Hybrid FRP–Steel-Reinforced Concrete Slabs under Blast Load." Buildings 13, no. 4 (2023): 1058. http://dx.doi.org/10.3390/buildings13041058.

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The service environment of civil air defense engineering structures is relatively harsh, and the corrosion of steel bars is the main reason for reducing the durability of concrete structures in civil air defense engineering. A hybrid FRP–steel-reinforced concrete (hybrid-RC) structure has excellent durability. Therefore, it is a good choice to apply hybrid-RC to civil air defense engineering structures. In order to study the blast resistance of hybrid-RC structures, close blast and contact blast experiments were carried out on hybrid-RC slabs, steel-reinforced concrete (SRC) slabs and GFRP-rei

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Rohana, Novia Siti, and Mahfuz Hudori. "Analisis Pelat Lantai Menggunakan Metode Hirzfeld." Racic : Rab Construction Research 6, no. 1 (2021): 48–58. http://dx.doi.org/10.36341/racic.v6i1.1513.

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At this time construction of the royal house is growing very fast at Batam City. The matter proves that are people's construction is successfully for planning the building at Batam City. Floor Slab Analysis with Hirzfeld Method done for knowing the main deflection coefficient and flexible moment of the floor slabs with different dimensions are have different four cases. After analyzed then, obtain results that are the higher dimension of the floor slab then obtain the higher deflection coefficient and flexible moment also.

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Basaraboyina, Moshe, Ramesh Velivela, Siva Rami Reddy Garimireddy, and N. S. M. Ravi Kumar. "Structural Behavior Comparison on Earthquake Resistance of High-Rise Mall Building (Framed Structure,Flat Slab and PT Flat slab)." IOP Conference Series: Earth and Environmental Science 1280, no. 1 (2023): 012027. http://dx.doi.org/10.1088/1755-1315/1280/1/012027.

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Abstract The rate of urban population growth and the amount of available space had a significant impact on the construction of high-rise mall buildings in developing countries like the USA, UK, Australia, and Hong Kong. These high-rise mall constructions may be constructed using a variety of structural techniques. Today, RC Frame structures are often employed in constructing. Usually, these structures are employed to counteract the sizeable moments brought on by applied stresses. On the other hand, flat slab structural systems, in which the slab is directly supported by columns, have lately be

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Ali, Hanaa Abdulbaset, and Mohannad H. Al-Sherrawi. "Steel Collar Strengthening of a Slab-Column Connection under Eccentric Load." Engineering, Technology & Applied Science Research 14, no. 3 (2024): 14677–84. http://dx.doi.org/10.48084/etasr.7391.

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The current study focuses on the punching shear resistance of reinforced concrete flat slabs with steel collars, examining it both experimentally and numerically. Six square flat slab specimens were casted and tested under static load, axial load, and eccentric load. The effects of the steel collars and eccentricity on the load-displacement behavior, ultimate load capacity, cracking load, failure mode, stiffness, failure angle, and ductility, were investigated. The results demonstrated that using steel collars in slab-column connection greatly increases the shear capacity of the slab under ecc

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Li, Yong Xing, Lu Jiang, Zhi Qiang Yu, Jie Li, and Yong Wei Li. "Test Research on the Behaviors of Steel Bar Truss and Concrete Superimposed Floor Slabs." Applied Mechanics and Materials 166-169 (May 2012): 3–8. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.3.

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Tests on two simple supported steel bar truss and concrete superimposed floor slabs have been carried out to study their mechanic behavior and bearing capacities. The one is prefabricated steel truss concrete slab without temporary support in the mid-span to simulate its mechanic status in construction stage, the other is superimposed board (prefabricated + post-cast layer) in use phase. Test results show that the deformation of the prefabricated steel truss concrete slab in construction stage meets the requirement of the Code, and the slab is mainly controlled by deflection instead of cracks;

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Lin, Feng, Xiuming Yang, Keyu Li, Xianglin Gu, and Xiang Li. "Failure of wall–slab joint in unreinforced masonry building." Advances in Structural Engineering 20, no. 5 (2016): 759–71. http://dx.doi.org/10.1177/1369433216662775.

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Investigations on buildings severely damaged due to earthquakes or explosions have indicated that unreinforced masonry buildings with simply supported precast concrete floor slabs exhibit deficiencies in resistance to progressive collapse, compared to unreinforced masonry buildings with continuous cast in situ concrete floor slabs. The collapse mechanisms observed in the two types of unreinforced masonry buildings are closely related to wall–slab joint failure. The purpose of this study is to investigate the failure behavior of wall–slab joints and the effect on the collapse of the two types o

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Bakardzhiev, S. "Study of the behavior of a experimental reinforced concrete slab at different stages of loading from the production of the reinforced concrete slab over it." IOP Conference Series: Materials Science and Engineering 1276, no. 1 (2023): 012024. http://dx.doi.org/10.1088/1757-899x/1276/1/012024.

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Abstract This report examines the behavior of a reinforced concrete slab, part of an experimental reinforced concrete structure, under loads derived from the casting of the formwork system of the subsequent plate and from the laid concrete mix in the slab above it. The deflections in the individual stages were measured with the help of dial gauges. The full strength and deformation characteristics of the concretes used in the construction were researched. The behavior at all stages of loading of the slab was studied, including each phase of formwork of the slab above it and the laying of the c

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Campuzano, J. E., R. de Castro, S. Ávila, and G. Doz. "Platform for dynamic tests: preliminary studies, design and construction." Revista IBRACON de Estruturas e Materiais 6, no. 1 (2013): 55–74. http://dx.doi.org/10.1590/s1983-41952013000100004.

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This paper is about the design and construction of a platform for dynamic tests especially with people jumping, walking, etc. Initially it was tried to find out projects already implemented in platforms and dynamic tests and to study the loads produced by movement of people on slabs and the structural response to these loads. The limits established by different standards have been also studied for these dynamic responses, taking into account the ultimate limit state, as well as the structure in service, since the human body is very sensitive to structural vibrations. Parametric studies were pe

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Ahmad, Omar. "Financial comparative study between post-tensioned and reinforced concrete flat slab." International Journal of Advanced Engineering, Sciences and Applications 3, no. 1 (2022): 1–6. http://dx.doi.org/10.47346/ijaesa.v3i1.67.

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As for today, post-tensioned slabs gained much popularity and started to be widely used among construction companies all around the world. As we refer to the structural members, we acknowledge that the price of the slab is much higher in comparison to the other structural members like columns, beams, or foundation in accordance to the amount of steel and concrete in it. A comparative study has been done between post-tensioned, and reinforced concrete flat slab to compare how much each slab cost. It describes that since the post-tension slabs are thinner and it provides fewer columns, so the am

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Xin, Gongfeng, Guanxu Long, Jizhi Zhao, and Zejun Zhang. "The Effect of Steel Trusses on the Mechanical Performance of Laminated Precast Slabs." Buildings 13, no. 7 (2023): 1653. http://dx.doi.org/10.3390/buildings13071653.

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Laminated concrete slabs can deliver desirable structural properties and effectively improve the speed of construction. According to their basic specifications, laminated concrete slabs comprise a 60 mm precast concrete slab and a 70 mm concrete layer cast in situ, with a steel truss bar at a height of 80 mm. This paper studies the effects of the steel truss bar on the mechanical properties of precast slabs. A simple but accurate method is proposed for calculating the stiffness of precast slabs. The test results show that the steel truss bar has a limited effect on the stiffness of the precast

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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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