Showing 1,641 - 1,660 results of 2,674 for search '"steel"', query time: 0.07s Refine Results
  1. 1641

    Effects of Sliding Speed on Wear Behavior of High-Velocity Oxygen Fuel-Sprayed FeCrMoNiCuBSiC Metallic Glass Coatings by Lei Qiao, Botao Zhou, Ruifeng Li, Taotao Li, Yue Zhao, Xiaoqiang Zhang, Chul-Hee Lee

    Published 2024-12-01
    “…The wear behavior of the coatings sliding against WC-Co was studied with a pin-on-disc wear test system and was compared with that of 316L stainless steel. The coating improved the wear resistance of the steel by around 7–9 times at different sliding speeds. …”
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    Article
  2. 1642

    Development of hematite ore pellet utilizing mill scale and iron ore slime combination as additive by Rajshekar Y., Pal J., Venugopalan T.

    Published 2018-01-01
    “…Mill scale is generated from steel rolling mills and reheating furnaces; it has almost nil gangue content, but is not individually considered for pelletizing due to its poor green bonding property. …”
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    Article
  3. 1643

    Heat Analysis of a Vacuum Flask by Chidebe Stanley Anyanwu, Abdelrahman Gad, Hussein Bilal, Daniel Raphael Ejike Ewim

    Published 2022-12-01
    “…The temperature of the coffee in the vacuum flask made of steel layers with aerogel as insulation was 72.3 oC after 10 hours, while the steel layers and CO2 insulation were 67.9 oC and the acrylic layer and aerogel were 77.89 oC after a 10-hour duration in still air. …”
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    Article
  4. 1644

    Experimental Investigation on Short Concrete Columns Reinforced by Bamboo Scrimber under Axial Compression Loads by Min Lei, Zihao Wang, Penghui Li, Liyi Zeng, Hongyao Liu, Zhidong Zhang, Huicheng Su

    Published 2020-01-01
    “…The paper presents bamboo scrimber bars as a reinforcing material instead of steel reinforcement in low-strength concrete columns. …”
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    Article
  5. 1645

    Investigation on Seismic Performance of Bidirectional Self-Centering Reinforced Concrete Frame Structures by Shaking Table Tests by Zhenying Wang, Chenxi Mao, Lili Xie

    Published 2020-01-01
    “…Angle steels and MS dampers were installed at the beam-column joints in the structural X and Y directions, respectively. …”
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    Article
  6. 1646

    Dynamics of a Slab in the Roof of a Buried Structure When the Stiffness of its Supports is Varied by A. V. Alekseytsev

    Published 2024-12-01
    “…The design of supports in the form of crumpled inserts made of electric-welded steel pipe is considered. When building the fibre concrete model, volumetric finite elements were used, coupling with reinforcement was taken into account by using interpolation elements, steel reinforcement was represented as an ideal elastoplastic body. …”
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    Article
  7. 1647

    Using of aluminium slags and products of their pro‑cessing in metallurgical production by L. V. Tribushevskiy, B. M. Nemenenok, G. A. Rumiantseva, A. V. Arabey

    Published 2021-12-01
    “…It is proposed for steel processing to use APWs formed during flux‑free melting or dump aluminium slags. …”
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    Article
  8. 1648
  9. 1649

    Laser Doppler Vibrometer: Application of DOE/Taguchi Methodologies to Pyroshock Response Spectra by C. J. Litz

    Published 1997-01-01
    “…Statistical methodologies were employed for measuring and analyzing the explosively induced transient responses of a flat steel plate excited with shock. The application of design of experiment methodology was made to structure and test a Taguchi L9(32) full factorial experimental matrix (which uses nine tests to study two factors, with each factor examined at three levels) in which a helium-neon laser Doppler vibrometer and two piezocrystal accelerometers were used to monitor explosively induced vibrations ranging from 10 to 105 Hz on a 96 × 48 × 0.25 in. flat steel plate. …”
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    Article
  10. 1650

    Study on Driving Performance of the Axial-Flow Blood Pump under the Condition of Large Gap by Yan Xu, Lizhi Cheng, Liang Liang

    Published 2017-01-01
    “…So the electromagnet made with oriented silicon steel sheets is conducive to improving the driving performance.…”
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    Article
  11. 1651

    Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings by Fabio Mazza, Alfonso Vulcano

    Published 2016-01-01
    “…An available prototype steel framed structure was used as a superstructure. …”
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    Article
  12. 1652

    Metal Powder Production by Atomization of Free-Falling Melt Streams Using Pulsed Gaseous Shock and Detonation Waves by Sergey M. Frolov, Vladislav S. Ivanov, Viktor S. Aksenov, Igor O. Shamshin, Fedor S. Frolov, Alan E. Zangiev, Tatiana I. Eyvazova, Vera Ya. Popkova, Maksim V. Grishin, Andrey K. Gatin, Tatiana V. Dudareva

    Published 2025-01-01
    “…The method is implemented in laboratory and industrial setups and preliminarily tested for melts of three materials, namely zinc, aluminum alloy AlMg5, and stainless steel AISI 304, possessing significantly different properties in terms of density, surface tension, and viscosity. …”
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  13. 1653

    Event Marketing Model in the Industrial Markets by Abolfazl khosravi, Mohammad Hosein Yarahmadzehi, Mohammad Mahdieh Najafabadi, Maysam Shafiee, Zohreh Alizadeh Yazdi

    Published 2024-12-01
    “…Then, necessary corrections were made by a survey of industry and university experts, and in the last stage, the final model was tested at the first Iranian national steel festival and exhibition, which was attended by companies with diverse specialists from all over the country. …”
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    Article
  14. 1654

    Enhancement of punching shear behavior of reinforced concrete flat slabs using GFRP grating by Ahmed Mahmoud, Haitham Mostafa, Tarek Mostafa, Ahmed Khater

    Published 2024-02-01
    “…Key parameters, namely the concrete compressive strength, steel reinforcement yield strength, main steel reinforcement ratio, secondary steel reinforcement ratio, column dimensions, slab thickness, concrete cover, and GFRP gratings characteristics, were investigated through a parametric study adopting NLFEA by the ANSYS program, where the output results were compared to the recent code provisions. …”
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    Article
  15. 1655
  16. 1656

    Presenting a neural network-based hybrid method for ADAS damper optimization in absorption of earthquake energy by Faezeh Nejati, Milad Jiyan

    Published 2023-06-01
    “…Therefore, this research investigates a combined neural network-based method for optimizing Added Damper and Stiffness (ADAS) dampers in steel buildings. Thus, the seismic behaviour of each is addressed by modelling a 15-story steel structure with steel bracing in at least four reinforcement modes with ADAS damper. …”
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    Article
  17. 1657

    Prediction of Ultimate Load of Rectangular CFST Columns Using Interpretable Machine Learning Method by Tien-Thinh Le, Hieu Chi Phan

    Published 2020-01-01
    “…The ultimate compressive load of concrete-filled steel tubular (CFST) structural members is recognized as one of the most important engineering parameters for the design of such composite structures. …”
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    Article
  18. 1658

    The study and determination of causes of fracture of the shaft of the roll working the wire cassette unit by I. A. Kovaleva, P. A. Bobkov, I. A. Ovchinnikova

    Published 2019-01-01
    “…The chemical composition of a fragment of the shaft meets the stated grade of steel. The increased content of Nickel was revealed. …”
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    Article
  19. 1659

    Experimental Study of Mechanical Characteristics of Tunnel Support System in Hard Cataclastic Rock with High Geostress by Minglei Sun, Yongquan Zhu, Xinzhi Li, Zhengguo Zhu, Benguo He

    Published 2020-01-01
    “…This indicates that the steel frame structure bears heavy early load. Therefore, the stiffness of the steel frame should be as large as possible to meet the loading requirements.…”
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    Article
  20. 1660

    Multi-Scale Modeling and Optimization of Single-Layer Reticulated Shell Structures Using Multi-Point Constraint and Variable Density Methods by Xianjie Wang, Yongdang Chen, Zhaoyi Wang, Yue Tang, Xin Wang, Chengpeng Lu

    Published 2025-01-01
    “…This paper takes the minimum amount of steel as the objective function, and divides the rod types into three groups and three corresponding one-to-one optimization schemes. …”
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