Showing 1,981 - 2,000 results of 5,795 for search '"steel"', query time: 0.07s Refine Results
  1. 1981
  2. 1982

    Experimental Study on Improving the Compressive Strength of UHPC Turntable by Jiawei Wang, Quansheng Sun

    Published 2020-01-01
    “…The compressive strength of the steel tube-UHPC turntable was 207 MPa, which can completely replace the traditional steel turntable. …”
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    Article
  3. 1983

    Ensemble learning based sustainable approach to rebuilding metal structures prediction by Tetiana Vlasenko, Taras Hutsol, Vitaliy Vlasovets, Szymon Glowacki, Tomasz Nurek, Iryna Horetska, Savelii Kukharets, Yuriy Firman, Olexandra Bilovod

    Published 2025-01-01
    “…This will give an opportunity to make informed decisions when using this steel again. The research uses machine learning approaches that include regression problems. …”
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    Article
  4. 1984
  5. 1985
  6. 1986
  7. 1987
  8. 1988

    Evaluation of Selected Physicomechanical Properties of SFRC according to Different Standards by Tereza Komárková, Jaromír Láník, Ondřej Anton

    Published 2018-01-01
    “…Steel fiber reinforced concretes are currently very popular, especially in the construction of industrial floors of warehouses and other halls with relatively large floor areas. …”
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    Article
  9. 1989

    FORMATION OF HIGHLY RESISTANT CARBIDE AND BORIDE COATINGS BY A TWO-STAGE DEPOSITION METHOD by W. I. Sawich, O. G. Cherneta, A. N. Korobochka, A. B. Sychkov, A. M. Nesterenko, V. L. Pliuta, M. A. Murikov

    Published 2011-05-01
    “…A study was made of the aspects of forming highly resistant coatings in the surface zone of tool steels and solid carbide inserts by a two-stage method. at the first stage of the method, pure Ta or Nb coatings were electrodeposited on samples of tool steel and solid carbide insert in a molten salt bath containing Ta and Nb fluorides. at the second stage, the electrodeposited coating of Ta (Nb) was subjected to carburizing or boriding to form carbide (TaC, NbC) or boride (TaB, NbB) cladding layers.…”
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    Article
  10. 1990

    Experimental and Numerical Studies on Residual Stress in Wide Butt Welds by Yang Ding, Zhe Liu, Jia-Bao Yan, Liang Zong

    Published 2017-01-01
    “…The presence of residual stress in steel members can significantly compromise the stiffness and fatigue life of steel structural components. …”
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    Article
  11. 1991

    Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables by Mei Kuihua, Sun Shengjiang, Jin Guoqing, Sun Yamin

    Published 2017-01-01
    “…The elastic modulus and deadweight of carbon fiber-reinforced polymer (CFRP) cables are different from those of steel cables. Thus, the static and dynamic behaviors of cable-stayed bridges using CFRP cables are different from those of cable-stayed bridges using steel cables. …”
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    Article
  12. 1992

    Investigation of the Load-Sharing Theory of the RC Pipes Rehabilitated with Slip Liners by Bai-jian Li, Liang-sheng Zhu, Xin-sha Fu

    Published 2019-01-01
    “…A series of experiments were conducted on RCPs rehabilitated with a corrugated steel pipe (CSP), a steel pipe, a high-density polyethylene (HDPE) pipe, and a shape steel bracket. …”
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    Article
  13. 1993

    Effects of microstructure and crystallography on crack path and intrinsic resistance to shear-mode fatigue crack growth by J. Pokluda, T. Vojtek, A. Hohenwarter, R. Pippan

    Published 2015-09-01
    “…Experiments were done on ferritic-pearlitic steel and pearlitic steel using three different specimens, for which the effective mode II and mode III threshold values were measured and fracture surfaces were reconstructed in three dimensions using stereophotogrammetry in scanning electron microscope. …”
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    Article
  14. 1994

    Effects of microstructure and crystallography on crack path and intrinsic resistance to shear-mode fatigue crack growth by J. Pokluda, T. Vojtek, A. Hohenwarter, R. Pippan

    Published 2015-09-01
    “…Experiments were done on ferritic-pearlitic steel and pearlitic steel using three different specimens, for which the effective mode II and mode III threshold values were measured and fracture surfaces were reconstructed in three dimensions using stereophotogrammetry in scanning electron microscope. …”
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    Article
  15. 1995

    Experimental Study on Bond Behavior between Plain Reinforcing Bars and Concrete by Guohua Xing, Cheng Zhou, Tao Wu, Boquan Liu

    Published 2015-01-01
    “…To evaluate the bond behavior between the reinforcing bar and surrounding concrete, a total of six-group pullout specimens with plain steel bars and two-group specimens with deformed steel bars, serving as a reference, are experimentally investigated and presented in this study. …”
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    Article
  16. 1996

    Collapse Analysis of Transmission Tower Subjected to Earthquake Ground Motion by Xiaohong Long, Wei Wang, Jian Fan

    Published 2018-01-01
    “…This paper employs the finite particle method (FPM) to simulate the collapse of a transmission steel tower under earthquake ground motions; the three-dimensional (3D) finite particle model using MATLAB and the 3D finite element model using ANSYS of the transmission steel tower are established, respectively. …”
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    Article
  17. 1997

    Impact of Various Types of Fibres on the Mechanical Properties of Lightweight Concrete by Karem Saja T.Abd Al, Al-Asadi Ali K.

    Published 2024-12-01
    “…Furthermore, the hooked end steel showed a better performance than crimped steel in improving proprieties of lightweight concrete.…”
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    Article
  18. 1998

    NUMERICAL COMPUTER SECTIONING OF STRESSED STATE OF THE SLUGS WITH CIRCULAR SECTION by A. N. Chichko, N. V. Andrianov, A. V. Demin

    Published 2005-02-01
    “…The computer calculations of alternate distribution of temperatures and stresses in crystallizing round ingot with diameter 300 mm of low-carbon steel 20 are presented. There is determined the character of voltage excursion in secondary cooling zone along the length of ingot of circular section and in different cross-sections. …”
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    Article
  19. 1999
  20. 2000