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    Wyświetlanie 1-6 z 6
    Tytuł:
    Comparative Analysis of Physical-Mechanical Properties of Natural and Recycled Aggregate Concretes
    Autorzy:
    Sadowska-Buraczewska, Barbara
    Kujawska, Justyna
    Powiązania:
    https://bibliotekanauki.pl/articles/2024050.pdf
    Data publikacji:
    2021
    Wydawca:
    Stowarzyszenie Inżynierów i Techników Mechaników Polskich
    Tematy:
    sustainable development
    compressive strength
    tensile strength
    recycled aggregate concrete
    Opis:
    Research on the use of construction and demolition waste as recycled aggregate for the production of new concrete has confirmed that they are environmentally friendly and constitute an alternative method of waste management. However, contrary to conventional concrete, no large applications of concrete made with recycled concrete have been made and there is still the literature studies of recycled aggregate properties are different, which indicates the need for further research on the properties of cements from waste. This paper presents and compares the results of a laboratory study on the properties of ordinary concrete (BZ), high-strength concrete (BWW), recycled aggregate concrete (REC). The tensile and compressive strength, modulus of elasticity of these concentrates were marked. The research results proved that the compressive strength of the concrete with recycled aggregate, compared with high-performance concrete, is much lower, but only slightly lower than for ordinary concrete. In turn, the tensile strength of the concrete with recycled aggregate is lower than that of high-performance concrete and ordinary concrete. These values, in the case of the compressive strength are as follows: REC – 52MPa; BWW – 68MPa; BZ – 25MPa, whereas for the tensile strength, they reach: REC – 4 MPa, BWW – 6 MPa, BZ – 5.1 MPa. Statistical analysis showed that the given parameters of the analysed concretes are indeed statistically different. Obtained results indicate that recycled aggregate may be aggregate of standard value and good mechanical properties, even better than of ordinary concrete. The application of recycled aggregate is considered to be a new approach in balanced construction and a superb solution to protect the environment.
    Źródło:
    Advances in Science and Technology. Research Journal; 2021, 15, 2; 18-29
    2299-8624
    Pojawia się w:
    Advances in Science and Technology. Research Journal
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Use of Rice Husk Ash as Partial Replacement of Cement in Sandcrete Blocks
    Autorzy:
    Wajid, Khan
    Fahim, Muhammad
    Zaman, Saeed
    Khan, Sajjad Wali
    Badrashi, Yasir Irfan
    Khan, Fayaz
    Powiązania:
    https://bibliotekanauki.pl/articles/2023978.pdf
    Data publikacji:
    2021
    Wydawca:
    Stowarzyszenie Inżynierów i Techników Mechaników Polskich
    Tematy:
    compressive strength
    Rise husk ash
    sandcrete blocks
    masonry unit
    pozzolanic
    Opis:
    This paper presents the outcome of a research study aimed at the performance evaluation of rice husk ash as partial replacement of cement in sandcrete blocks used as masonry units. Rice husk from rice cultivated in the North of Pakistan was used in the study. It was first combusted in a locally manufactured incinerator to convert it into rice husk ash (RHA) and then finely ground to powder form for use with cement. Blocks of size 305 mm×203 mm×152 mm were molded with 0, 10, 30, 40 and 50 % replacement of cement with RHA to find compressive strength at 3, 7, 14 and 28 days age of curing. The results showed that water requirement for the required workability of the sandcrete increased with increase in RHA content whereas compressive strength decreased with increase in RHA content. However, the comparison of compressive strengths of RHA sandcrete blocks with the strength of commercial concrete blocks available in the market and used as masonry units in Pakistan showed that sandcrete blocks having sand to binder ratio of 1:8 and using up to 40% of RHA as replacement of cement gave larger compressive strength than that of commercial concrete blocks and only marginally lower strength for 50% replacement.
    Źródło:
    Advances in Science and Technology. Research Journal; 2021, 15, 2; 101-107
    2299-8624
    Pojawia się w:
    Advances in Science and Technology. Research Journal
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Evaluation the Effect of Adding Oil Shale Ash on the Compressive Strength of Concrete
    Autorzy:
    Gougazeh, Mousa
    Powiązania:
    https://bibliotekanauki.pl/articles/2201819.pdf
    Data publikacji:
    2022
    Wydawca:
    Stowarzyszenie Inżynierów i Techników Mechaników Polskich
    Tematy:
    oil shale ash
    compressive strength
    compaction pressure
    combustion
    construction
    sustainable
    Opis:
    In the present study, the effect of cementing properties of oil shale ash on the compressive strength of the concrete mixtures produced from oil shale ash, cement, sand, and water was investigated. The used shale ash was produced by direct combustion at 830oC in a laboratory muffle furnace of the El-Lajjun oil shale. Based on the chemical composition of shale ash (OSA), it was concluded that this material consists of a high percentage of CaO which forms the properties of cement materials as well as the contents of SiO2, Al2O3, and Fe2O3 form the properties of pozzolanic materials. Oil shale ash (OSA) materials have diverse applications as alternative materials for the construction industry and construction technology to reduce environmental risks and achieve sustainability. The results showed that the pressed specimen with 40 wt. % OSA content, 50 wt. % sand content and 30% MW obtained the highest compressive strength of about 9.1 MPa after 28 days of hardening. The highest value of 28 days compressive strength for a compacted specimen containing 35 wt. % OSA and 35% MW were achieved with 12 MPa at a compaction pressure of between 25 and 30 MPa. High compressive strength values were found to be achieved in the compressed specimens by controlling mixing water. It is also indicated that the compressive strength increases as OSA content in the compressed specimen increases and increases as compaction pressure increases.
    Źródło:
    Advances in Science and Technology. Research Journal; 2022, 16, 4; 130--137
    2299-8624
    Pojawia się w:
    Advances in Science and Technology. Research Journal
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Cost-Benefit Analysis of Using Recycled Coarse Aggregate In Plain and Fiber Reinforced Concrete
    Autorzy:
    Awchat, Ganesh Deoraoji
    Powiązania:
    https://bibliotekanauki.pl/articles/2023312.pdf
    Data publikacji:
    2021
    Wydawca:
    Stowarzyszenie Inżynierów i Techników Mechaników Polskich
    Tematy:
    compressive strength
    recycled aggregate concrete
    natural aggregates concrete
    steel fibres
    state schedule of rates
    Opis:
    The tendency of demolition has increased to improve economic gains, functional and structural performance, and unloading expenses due to the inaccessibility of an appropriate site in a nearby area. As a result, effective utilization of construction and demolition waste materials in the form of a Recycled Coarse Aggregate of 20 mm & 10 mm is possible while conserving non-renewable natural resources. Even though recycled coarse aggregate (RCA) is a cost-effective material that provides solutions to solid waste management, it is also viewed as second-rate in terms of its basic properties compared to natural coarse aggregate (NCA). This study attempted to design two mix proportions for natural aggregate concrete (NAC) and recycled aggregate concrete (RAC). RAC supplemented with Hooked Steel Fibers at a rate of 0%, 0.25%, 0.5%, and 0.75% per cubic metre. Compressive strength considered a benefit parameter, whereas the state schedule of rates (SSR), 2020-21, was used to estimate cost. The experimental results discovered that RAC with 0.25% steel fibres(SF) per cubic metre found 7.27% less compressive strength results than NAC in Mix-1 of M25 grade, whereas it is 11.64% less compared to NAC of Mix-2 of M40 grade at 28 days, respectively. This related decrease in compressive strength compared to NAC is within the acceptable limit of Indian Standards. At the same time, cost analysis of RAC with 0.25% steel fibres per cubic metre observed 1.26% and 2.16% more than NAC of M25 & M40. It revealed that 0.25% SF per metre cube in RAC provides an economically viable solution in terms of cost and benefits compared to NAC of a similar mixture.
    Źródło:
    Advances in Science and Technology. Research Journal; 2021, 15, 3; 233-242
    2299-8624
    Pojawia się w:
    Advances in Science and Technology. Research Journal
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Analysis of Mechanical and Thermal Stresses in a Pressure Casting Machine Plunger
    Autorzy:
    Jankowski, Jacek
    Kołakowski, Dariusz
    Pisarek, Bogusław Piotr
    Powiązania:
    https://bibliotekanauki.pl/articles/102510.pdf
    Data publikacji:
    2020
    Wydawca:
    Stowarzyszenie Inżynierów i Techników Mechaników Polskich
    Tematy:
    plunger
    cold chamber pressure machine
    thermo‑mechanical stresses
    equivalent stresses
    different tensile and compressive strength
    tłok
    maszyna ciśnieniowa z zimną komorą
    naprężenia termomechaniczne
    naprężenia równoważne
    różna wytrzymałość na rozciąganie i ściskanie
    Opis:
    The study discusses the thermo‑mechanical stress distribution in the plunger of a cold chamber casting machine with a horizontal casting chamber in the stationary aspect. The main stresses as well as the reduced stresses were determined for four different strength hypotheses, two of which took into account different acceptable maximal tensile and compressive stresses. For comparative purposes, the calculations were performed for three different construction materials used for cold chamber pressure machine plungers: grey pearlitic cast iron, high silicon bronze and beryllium bronze, as well as one more type of bronze, which has not been used for plungers so far, i.e. aluminium‑iron‑nickel bronze, constituting the initial alloy for the newly‑developed complex bronzes with high wear resistance and elevated strength.
    Źródło:
    Advances in Science and Technology. Research Journal; 2020, 14, 1; 209-223
    2299-8624
    Pojawia się w:
    Advances in Science and Technology. Research Journal
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Direct and In-Direct Strength Evaluation of Refractory Structural Elements Subjected to Temperature Cycles
    Autorzy:
    Awchat, Ganesh D.
    Powiązania:
    https://bibliotekanauki.pl/articles/2023496.pdf
    Data publikacji:
    2021
    Wydawca:
    Stowarzyszenie Inżynierów i Techników Mechaników Polskich
    Tematy:
    flexural strength
    compressive strength
    refractory structural elements
    non destructive testing
    aluminium oxide
    rebound hammer test
    ultrasonic pulse velocity test
    wytrzymałość na zginanie
    wytrzymałość na ściskanie
    ogniotrwałe elementy konstrukcyjne
    badania nieniszczące
    tlenek glinu
    badanie młotkiem odbiciowym
    badanie ultradźwiękowe prędkości impulsów
    Opis:
    Refractory structural elements used in the lining work of refractory are exposed to a more complex stress-strain behavior due to the temperature variation cycle. To investigate the performance of refractory structural elements, an attempt was made in this research to cast Aluminium Oxide, i.e., 80% Al2O3 castable in the form of cubes of 150 mm x 150 mm x 150 mm size and heated to different temperatures of 100°C to 800°C. Rebound Hammer Test, Ultrasonic Pulse Velocity (UPV) test performed to evaluate compressive strength refractory structural elements qualitatively and quantitatively. Direct compressive strength of identical heated cube specimens investigated using a compression testing machine. The relationship between direct and indirect test results of compressive strength was established and compared. Four different grade bricks B-1, B-2, B-3, and B-4 heated to 800°C to study the formation of microcracks at high temperatures. The bricks were fired for 0, 2, 4, 6, 8, and 10 cycles up to 800°C and same used for UPV testing, Modulus of Rupture (MoR) tests. The study aimed to correlate direct and indirect strength results helpful in selecting suitable refractory materials in practice. UPV test values plotted with cube specimen heated at 100°C to 800°C revealed that UPV values decrease as temperature increases. The compressive strength of cubes increased with temperature due to the evaporation of water vapor in the matrix and the ceramic bonding effect, which increased cube compressive strength after heating. The graph of the relationship between MoR and UPV for all grade bricks at five heating cycles up to 800°C revealed thermal cracks observed in all B-2 bricks only after third loading cycles. For other specimens, the proportionality relationship between them is linear. The experimental outcome of research provides technical support for the selection of structural elements material in refractory.
    Źródło:
    Advances in Science and Technology. Research Journal; 2021, 15, 4; 160-173
    2299-8624
    Pojawia się w:
    Advances in Science and Technology. Research Journal
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
      Wyświetlanie 1-6 z 6

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