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  1. 801

    Modeling Chloride Diffusion Coefficient of Steel Fiber Reinforced Concrete under Bending Load by Qiannan Wang, Wei Sun, Liping Guo, Chunping Gu, Jinyu Zong

    Published 2018-01-01
    “…For the tensile zone, the chloride resistance of concrete was improved significantly by adding steel fibers. Overall, SFRC performed better chloride resistance, especially under bending load. …”
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    Article
  2. 802
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    Additively manufactured 316L stainless steel as a potential alternative implant material by M.S. Alam, S.R. Campbell, S.R. Spivey, G. Dutta, N. Pal, A. Karan, J. Xie, M.A. DeCoster, E.P. Murray

    Published 2025-01-01
    “…The microstructural features, electrochemical corrosion behavior, and biocompatibility with Locke's solution were evaluated for 316L stainless steel (SS) samples fabricated by selective laser melting (SLM) with understudied processing conditions providing low residual stress - 800, 1000 and 1200 mm/s laser scan speed with a laser power of 100 W. …”
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    Analysis of the influence of the anisotropy induced by cold rolling on duplex and super-austenitic stainless steels by Angelo Finelli, Martino Labanti

    Published 2013-04-01
    “…This report contains the results obtained from the mechanical characterization tests carried out on two different stainless steel (duplex 6%Ni, 22%Cr and super-austenitic 31%Ni, 28%Cr) used for the manufacturing of pipes which are employed in the oil production. …”
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  7. 807

    Friction and Wear of DLC Coating Deposited on M2 Steel via µW-PECVD Against 100Cr6 Steel with Different Normal Loads and Sliding Speeds Under Dry and Lubrication Conditions by Nay Win Khun, Anne Neville, Ivan Kolev, Hongyuan Zhao

    Published 2024-12-01
    “…The friction and wear of diamond-like carbon (DLC) coating deposited on a M2 steel substrate (DLC-Steel) via microwave excited plasma enhanced chemical vapor deposition (µW-PECVD) against a 100Cr6 steel ball without or with an Asian Formulated Oil (AFO) were systematically investigated with different normal loads and sliding speeds. …”
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    Designer's Guide to Modern Seels /

    Published 1967
    Subjects: “…Steel Handbooks, manuals, etc. 1365…”
    View in OPAC
    Book
  12. 812
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  15. 815

    DYNAMIC MECHANICAL BEHAVIOR AND CONSTITUTIVE MODEL OF FV520B MARTENSITIC PRECIPITATION-HARDENING STEEL by WU Liang, HU YiSen, JI Xiang, WANG Gang

    Published 2018-01-01
    “…In order to obtain the dynamic mechanical properties of FV520 B martensitic precipitation-hardening steel,quasistatic and dynamic compression test of cylinder samples with different temperatures( 20 ℃,100 ℃,300 ℃,500 ℃,700 ℃respectively) and strain rates( 0. 001 s<sup>-1</sup>,1000 s<sup>-1</sup>,3000 s<sup>-1</sup>,6000 s<sup>-1</sup> respectively) were performed by Instron hydraulic testing machine and Split Hopkinson Pressure Bar( SHPB). …”
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  16. 816

    Effects of Magnetite Aggregate and Steel Powder on Thermal Conductivity and Porosity in Concrete for Nuclear Power Plant by Han-Seung Lee, Seung-Jun Kwon

    Published 2016-01-01
    “…For the work, magnetite with varying replacements of normal aggregates and steel powder of 1.5% of volume are considered, and the equivalent thermal conductivity is evaluated. …”
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  17. 817

    Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar by Jinkyo F. Choo, Young-Cheol Choi, Seung-Jun Kwon, Ki-Tae Park, Sung-Won Yoo

    Published 2018-01-01
    “…Studies examined experimentally the flexural behavior of concrete beams reinforced with the hybrid FRP-steel rebar but very few among them evaluated their fatigue performance. …”
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    Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG by Tao Sun, Kejian Ma, Zhihua Chen, Jin Chen, Yuhao Zhu

    Published 2020-01-01
    “…Nine push-out specimens of H-shaped steel with gypsum cover (HSG) are designed to study the bond-slip behavior between steel and gypsum in steel grid frame filling with cast-in-situ gypsum (SGFCG). …”
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  20. 820

    Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level by Amin Zaherdannak, Amirhosein Shabani, Saeed Erfani

    Published 2020-01-01
    “…Using simply supported steel columns under the base level is beneficial not only because they have smaller cross-sections which lead to increasing the parking space but also these steel columns are easier to be replaced after any possible damages and can be considered as convenient alternatives compared to ordinary RC columns in construction. …”
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