Wyniki wyszukiwania - Biblioteka Nauki

1

Failure monitoring of rubber products reinforced with waste fibers of tire recycling process

100%

Rodhan Z. K. , Abd-Ali N. K. , Al-Nesrawy S. H.

Diagnostyka

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2024

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tom Vol. 25, No. 2

art. no. 2024203

EN

In this article, waste fibres from the recycling tire process with a different percentage of addition (0, 2.5, 5, 7.5, 10, 12.5) were mixed to increase their tensile strength, tear resistance, and bending resistance with natural rubber NR. The effect of short fiber on composite mechanical properties was investigated. Despite substantial research on the mechanical characteristics of rubber products reinforced with fiber waste, the experimental work focused on identifying precursory physical mechanisms that are responsible for fracture behavior during tests and structural monitoring. The findings reveal that milling and vulcanization conditions have a significant role in enhancing mechanical characteristics. The waste fibres and natural rubber provide strong interfacial adhesion during two rolls of milling and vulcanization at 140°C. Waste fiber may boost the tensile strength of a composite material by up to 7.5% of waste fiber, with a slight decrease at 10% and 12.5%. The flexing test findings showed that adding fiber to the recipe improved it by up to 7.5% before gradually degrading, and it is obvious that the recipes' tear resistance improves in comparison to the basic recipe. The discoveries have the potential to increase the tensile strength, tear resistance, and flexing resistance of industrially manufactured rubber conveyor belts, which are important physical properties in engineering applications.

2

Comparison of the Effects of Different Cotton Fibre Wastes on Different Yarn Types

72%

Yilmaz D. , Yelkovan S. , Tirak Y.

Fibres & Textiles in Eastern Europe

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2017

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tom Vol. 25, no. 4 (124)

19--30

EN

In order to make a contribution to the reduction of raw material costs, in the present study the effect of reused cotton fibres on the quality of conventional ring and OE-rotor yarns was investigated. In the yarn production, three different waste fibres were taken from a cotton yarn production line and blended with primary cotton fibres at five different levels varying from 5% to 40%. In literature, studies have concentrated on the usage of recovered waste fibre in OE-rotor yarn production. However, to date there has been limited extensive andcomparative research on the effect of recovered fibre quality on different yarn properties to determine the possibility of high-quality yarn production from reused fibres. In the study, we focused on the effect of different waste types as well as the amount of waste in the blends on the properties of different yarn types.

PL

W celu obniżenia kosztów produkcji przeprowadzono badania dotyczące ponownego wykorzystania włókien bawełnianych na jakość konwencjonalnych przędz obrączkowych. Do produkcji przędzy użyto trzech rodzajów włókien odpadowych i wymieszano je z wcześniej nieużywanymi włóknami bawełnianymi w ilości od 5 do 40%. W literaturze można znaleźć wiele publikacji koncentrujących się głównie na wykorzystaniu odzyskanego włókna odpadowego w produkcji przędz, jednakże przeprowadzono dotychczas niewiele badań porównawczych dotyczących wpływu jakości odzyskanych włókien na różne właściwości wytworzonych z nich przędz. W pracy skoncentrowano się na wpływie różnych typów odpadów, jak również ilości odpadów w mieszankach na właściwości różnych typów przędzy.

3

Analysis of Rheological Properties of Cement Composites Based on Waste Materials

72%

Zakrzewski M. , Domski J.

Rocznik Ochrona Środowiska

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2023

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tom Tom 25

159--173

EN

This report presents the results and analysis of long-term properties of fiber-reinforced cement composite based on waste aggregate. The long-term tests were carried out on the stand proposed by the authors for simultaneously testing three beams with dimensions of 100x200x2900 mm. A total of 8 mixtures of cement composites with aggregate from ceramic waste and waste sand were tested. Three beams were made for each mixture. One without dispersed reinforcement and two with 0.5% and 1.0% fiber reinforcement ratios. As dispersed reinforcement, steel cord and hooked steel fibers were used. The beams were subjected to a four-point bending test. The research was carried out for 1000 days. An optical system was used as an innovative solution in long-term research. Based on the measurements, the creep coefficient in the mid-span of the beams was determined, and the crackings of the beams were analysed. The results obtained using manual measuring devices and the optical system were compared. A good convergence of measurement methods was observed. During the analysis of the results, the coefficients modifying the method for calculating the crack width included in Eurocode 2 were determined.

4

Fibrous-wood sorbent for eliminating oil pollution

58%

Nenkova S. , Garvanska R. , Jelev S.

Autex Research Journal

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2004

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tom Vol. 4, no. 3

157--162

EN

In this paper, we examine the possibility of eliminating oil pollution by using fibrous-wood sorbents on the basis of short wool fibres, technical hydrolysis lignin, wood sawdust and barks. The sorption ability of waste fibrous-wood materials has been investigated by determination of Chemical Oxygen Demand (COD). The special sorption patterns by net cover and fibrous-wood compositions as a nucleus have been prepared. The sorbents on the basis of technical hydrolysis lignin (THL) and wool shoddy have high sorption ability to oil pollution.

5

The use of natural fibers in stone mastic asphalt mixtures: a review of the literature

58%

AlSaadi I. , Tayh S. A. , Jasim A. F. , Yousif R.

Archives of Civil Engineering

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2023

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tom Vol. 69, nr 3

347--370

EN

All over the world, highway traffic is increasing rapidly, as is the population and the road network. The country’s maximum and minimum temperatures also vary greatly. Moreover, the pavements are subjected to various types of damage. Pavement binders and mixtures are a constant area of research and development for scientists and engineers. Adding fibers to bituminous mixes may improve the properties of fatigue and strength of the material. Natural fibers may be used to improve asphalt mixtures performance due to their inherent compatibility with asphalt cement and excellent mechanical properties. Also, the high stone content and relatively high asphalt content in SMA mixture led to the occurrence of drain-down of the asphalt mastic from the mixture, and this problem requires the use of stabilizing additives such as cellulose fibers, mineral fibers, or polymers to mitigate this problem and ensure long-term performance. The most public sort of stabilizing additives is cellulose fiber. Overall, natural fibers in stone mastic asphalt mixes are discussed in this paper. An additional focus is on how asphalt concrete will be affected by natural fibers, mixing techniques, and managerial decisions. According to the review, the stabilizing and strengthening impact of natural fibers on the performance of asphalt mixes have been extensively researched. Natural fibers can significantly increase the rut and flow resistance of asphalt mixtures. Adding natural fibers to pavement can increase structural resistance to pavement distress.

6

Udarność betonu z proszków reaktywnych o zmniejszonej emisyjności i płyt z żelbetu

58%

Dinler E. , İpek M.

Cement Wapno Beton

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2023

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tom R. 28, nr 4

238--254

PL

W niniejszym artykule zbadano zachowanie betonu z proszków reaktywnych o zmniejszonej emisyjności po badaniu udarności. Mieszanka betonu z proszków reaktywnych zawiera 10% żużla stalowniczego zastępującego cement CEM I 52.5 N oraz 4% odpadowych włókien. Wyprodukowano płyty żelbetowe i niezbrojone z betonu z proszków reaktywnych [SRPC]. Na płyty z żelbetu, wzmocnione siatką stalową, nałożono powtarzające się obciążenie uderzeniowe, spuszczając ciężar o stałej masie, aż do ich zniszczenia. Określono pierwsze zarysowania oraz uszkodzenia prowadzące do zniszczenia płyt, a uzyskane dane w obu przypadkach zostały przeanalizowane. Ustalono, jaka liczba upadków spowodowała pierwsze zarysowania i zniszczenie płyt. W doświadczeniu zarejestrowano dane przyspieszenia płyt w odniesieniu do czasu oraz wartości ugięcia w odniesieniu do czasu. Energia uderzeń płyt została oceniona według pierwszych zarysowań i zniszczenia. W rezultacie, w miarę zwiększenia zawartości włókien w płytach, wzrasta ich zdolność do absorpcji energii. Energia pękania płyt z włóknem i betonu zbrojonego osiągnęła 2094 dżuli w przypadku zniszczenia prowadzącego do zniszczenia i pochłonęła około 2 razy więcej energii niż płyty bez włókna i z żelbetu.

EN

In this paper, the behavior of sustainable reactive powder concrete after the impact load test was examined. The sustainable reactive powder concrete mixture contains 10% steel slag substituting CEM I 52.5 N cement and 4% waste fibers. Reinforced and unreinforced concrete slabs were produced from sustainable reactive powder concrete [SRPC]. A repeat impact load was applied to the reinforced concrete slabs reinforced with steel reinforcement mesh by dropping a constant weight impact head until the slabs failed. The first crack damage and failure damage on the slabs were determined, and the data obtained in both cases were analyzed. It has been determined which number of falls caused the first crack damage and failure damage to the slabs. The acceleration data of the slabs with respect to time and the deflection values with respect to time were recorded in the experiment. The input energies of the slabs were evaluated according to the first crack damage and failure damage. As a result, as the fiber content in the slabs increases, the energy absorption capacity increases. The input energy of the fiber-doped and reinforced concrete slabs reached 2094 joules in the event of failure damage and absorbed about 2 times more energy than the non-fiber and reinforced concrete slabs.

7

Badania nad zastosowaniem włókien odpadowych i z recyklingu w płytach cementowych i gipsowych

51%

Brachaczek W. , Chleboś A.

Materiały Budowlane

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2022

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tom nr 3

40--43

PL

W artykule przedstawiono wyniki badań wpływu włókien odpadowych z branży garbarskiej i tekstylnej na wytrzymałość na zginanie zapraw cementowych i gipsowych w aspekcie wykorzystania ich do produkcji płyt okładzinowych. Badania przeprowadzono na próbkach zapraw zawierających spoiwo cementowe i gipsowe o wymiarach 12 x 75 x 150 mm. Większy wpływ na poprawę właściwości wytrzymałościowych miały włókna odpadowe w kompozytach zawierających cement. Stwierdzono, że pomimo znacznego zróżnicowania włókien ich dodatek poprawił wytrzymałość na zginanie, co uzasadnia ich zastosowanie w produkcji materiałów stosowanych w budownictwie.

EN

The article presents the results of research on the influence of waste fibers from the tanning and textile industries on the flexural strength of cement and gypsum mortars in terms of their use for the production of facade boards. The tests were carried out on samples of mortars containing cement and gypsum with dimensions of 12 x 75 x 150 mm. Waste fibers in cement-containing composites had a greater impact on the improvement of strength properties. It was found that despite the significant diversification of fibers, their addition improved the flexural strength, which justifies their use in the production of building materials.