Strength Characteristics of Wasted Soft Drinks Can as Fiber Reinforcement in Lightweight Concrete

Wijatmiko, Indradi; Wibowo, Ari; Nainggolan, Christin Remayanti

doi:10.21660/2019.60.4620

Cited by 11 publications

(5 citation statements)

References 2 publications

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“…It was observed from the study that for 3% addition of aluminium can fibers tensile and flexural strength increase considerably. Similar work was also performed on the use of soft drink can fibers with different dosage of fibers by the volume of concrete [14,15]. It was found from the study that the tensile strength is increased by 1.5% and the compressive strength by 0.5%, however, with the increasing dosage of fibers, the compressive strength slightly decreases.…”

Section: Introductionsupporting

confidence: 56%

Mechanical Behavior of Concrete Reinforced with Waste Aluminium Strips

Channa

Saand

2021

Civ Eng J

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The main objective of this research work is to investigate the influence of the addition of waste materials, like aluminium waste material, Soft Drink Tin Fibers (SDTF) or soft tins to improve mechanical properties of concrete and also study the strength behavior of concrete, such as flexural strength and indirect or split tensile strength. It has been acknowledged that the use of fibers in concrete has considerable effects to improve strength parameters and characteristics of concrete. In this research work, similar efforts are made to present the effects of soft tin fibers or aluminium waste material as a reinforcing material in concrete and to assess the mechanical behavior of concrete. Particularly, this research work aimed to investigate experimentally the effect of soft drink tins on tensile (cylinder splitting tensile strength) and flexural strength. Soft tin fibers of 25.4 5 0.5 mm in size were used and added from 1 to 5% by the weight of cement with the design mix of 1:1.624:2.760 at 0.50 w/c ratio. Therefore, 6 batches (every batch contained 3 prisms and 3 cylinders) were prepared and cast for evaluation of tensile and flexural strength. One batch was cast without inclusion of fibers (controlled batch) and remaining 5 batches were cast with the addition of fibers using 1, 2, 3, 4, and 5% respectively. It was revealed from obtained results that split tensile strength and flexural strength of specimen increases as compared to controlled batch up to 4% addition of fibers. Moreover, beyond 4% soft drink tin fiber level, strength begins to fall down. Thus, it can be suggested that mechanical properties of concrete can be enhanced by 4% of soft drink tin fibers. Moreover, in this study, soft drink tin fibers (SDTF) or aluminium waste are used as the application of utilization of waste materials as a partial construction material and also on another side it controls the solid waste and environmental pollution. Doi: 10.28991/cej-2021-03091718 Full Text: PDF

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Section: Introductionsupporting

confidence: 56%

Mechanical Behavior of Concrete Reinforced with Waste Aluminium Strips

Channa

Saand

2021

Civ Eng J

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“…Serat/fiber kaleng bekas merupakan serat yang berasal dari kaleng bekas makanan/minuman yang diolah menjadi serat-serat kecil dengan ukuran tertentu. Penambahan fiber kaleng bekas pada pembuatan beton dapat meningkatkan kuat tekan dan kuat tarik belah [1] [2] dimana prosentase pengaruhnya dipengaruhi oleh rasio dimensi fiber, prosentase fraksi fiber dan bentuk fiber [3].…”

Section: Pendahuluanunclassified

Analisis Pengaruh Panjang dan Bentuk Fiber Kaleng Bekas Terhadap Kuat Lentur dan Lebar Retak Balok Beton Bertulang

2020

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Pemanfaatan limbah sebagai material konstruksi merupakan salah satu inovasi dan solusi untuk mengurangi limbah. Pemanfaatan material limbah tersebut tidak hanya untuk mengtasi limbah tetapi juga untuk menghasilkan material konstruksi yang kuat dan bersifat green building. Salah satu limbah yang dapat dimanfaatkan dan banyak ditemukan di lingkungan sekitar adalah kaleng kemasan baik untuk minuman maupun makanan. Kaleng bekas kemasan merupakan material yang dapat didaur ulang dan dimanfaatkan kembali. Dengan menemukan manfaat lain dari kaleng bekas tentu akan meningkatkan nilai ekonomi dan fungsi dari kaleng bekas sehingga masyarakat dapat melihat sisi dan nilai lain dari kaleng bekas. Kaleng bekas yang telah dipotong-potong sehingga menyerupai serat/fiber dapat menjadi material fiber pada beton bertulang. Pada penelitian ini kaleng bekas dipotong sehingga dimensi nya menjadi 2 x 40 mm (polos dan pilin) dan 2 x 80 mm (polos). Fiber tersebut ditambahkan sebanyak 10% dari volume benda uji dan kemudian dilakukan uji lentur dan pengamatan lebar retak. Beton fiber memiliki kelemahan yaitu lemahnya ikatan antara fiber dengan semen sehingga dilakukan penelitian mengenai pengaruh panjang dan bentuk fiber kaleng bekas terhadap kuat lentur dan lebar retak beton betulang. Variasi fiber 80 mm polos memiliki bidang geser yang lebih luas daripada variasi lainnya sehingga memiliki ikatan fiber semen yang lebih baik dan dapat meningkatkan kuat lentur dan mengurangi retakan yang terjadi.

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“…Nevertheless it is a known fact that the protection and conservation of the enviroment for sustanability basis can be realised through the reduction, reuse, and recycling of waste materials [8] but the issue of inadequate recycling facilities in many countries has made these strategies(reuse and recycling) to be of great concerns [9]. It is therefore necessary to find an innovative method of making use of the waste platic PET bottle cover as construction materials -in the production of eco -friendly concrete, which will help to minimise enviromental pollution, cost of environmental waste disposal and the dependence on the conventional concrete materials.…”

Section: Introductionmentioning

confidence: 99%

Effects of Environmental Waste Plastic Bottle Cover (EWPBC) on Physical and Mechanical Properties of Concrete

John Wasiu,

Douglas

2023

IJETS

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The rapid industrialization and urbanization in many countries of the world is leading to great infrastructural development which in turns result to problems like shortage of construction materials and increased productivity of wastes – which has caused environmental issues due to inadequate recycling and disposal facilities. Construction industry is in need of materials which can increase the strength of concrete structures with low cost and less environmental impact. This research is aimed at addressing such issues by investigating the effect of environmental waste plastic bottle cover (EWPBC) on the physical and mechanical properties of concrete. EWPBC samples was collected within the environs and used at different percentage (0%, 12.5%, 25%, 50% and 100%) replacement for coarse aggregate. Physical properties of the materials were investigated and found to be in accordance with relevant specifications. Mechanical properties such as compressive strength and flexural strength tests were also carried out in line with relavant codes of practice. The compressive strenght increases with days of curring and at 12.5% EWPBC, the strength is 4.7% higher than the conventional concrete. The flexural stress is also higher than that of the conventional beam sample at 12.5% EWPBC. The flexural strain is 0.00248-0.0036 and within the specified acceptable limit (0.002-0.0035) for concrete with grade less than or equal to C50/C60. This shows a promising properties at 12.5% EWPBC replacement and also a reduction in cost. It was concluded that EWPBC can be used as substitute for aggregates and also a means of reducing environmental wastes and cost of disposal of such waste.

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Strength Characteristics of Wasted Soft Drinks Can as Fiber Reinforcement in Lightweight Concrete

Cited by 11 publications

References 2 publications

Mechanical Behavior of Concrete Reinforced with Waste Aluminium Strips

Mechanical Behavior of Concrete Reinforced with Waste Aluminium Strips

Analisis Pengaruh Panjang dan Bentuk Fiber Kaleng Bekas Terhadap Kuat Lentur dan Lebar Retak Balok Beton Bertulang

Effects of Environmental Waste Plastic Bottle Cover (EWPBC) on Physical and Mechanical Properties of Concrete

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