Showing 1,061 - 1,080 results of 2,674 for search '"steel"', query time: 0.07s Refine Results
  1. 1061

    Effects of Anodization-Assisted Electrodeposition Conditions on the Fabrication of CuO-Cu2O Coatings on Nanoporous Stainless Steel by Hefeng Wang, Jiaojiao Zhang, Xiaomin Jin

    Published 2020-01-01
    “…Here, CuO-Cu2O coatings were prepared on 316L nanoporous stainless steel (NPSS) by anodization-assisted electrodeposition for applications in antibacterial materials. …”
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    Article
  2. 1062
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  6. 1066

    Evaluation of Temper Embrittlement of 30Cr2MoV Rotor Steels Using Electrochemical Impedance Spectroscopy Technique by Zhang Shenghan, Lv Yaling, Tan Yu

    Published 2015-01-01
    “…Temper embrittlement tends to occur in the turbine rotor after long running, which refers to the decrease in notch toughness of alloy steels in a certain temperature range (e.g., 400°C to 600°C). …”
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    Article
  7. 1067
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  9. 1069

    Effects of Cover-Plate Geometry on the Mechanical Behavior of Steel Frame Joints with Middle-Flange and Wide-Flange H-Beams by Osama Zaid Yahya Al-Ansi, Linfeng Lu, Saleem Mohammed Ali Ahmed AL-Saeedi, Bingyou Liu

    Published 2025-01-01
    “…This study investigates the mechanical behavior of cover-plate reinforced connections in steel frames with I-section columns and middle- or wide-flange H-beams, addressing gaps in current design standards. …”
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    Article
  10. 1070

    Tempering temperature effect on the static and impact properties of 51CrV4 and 55Cr3 spring steels by Gülcan Toktaş, Adem Biçer

    Published 2025-01-01
    “…This study investigated the impact of tempering temperature on the mechanical properties and microstructure of 51CrV4 and 55Cr3 spring steels, which are commonly utilized in the manufacturing of leaf springs. …”
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    Article
  11. 1071
  12. 1072

    Refined Analysis of Fatigue Crack Initiation Life of Beam-to-Column Welded Connections of Steel Frame under Strong Earthquake by Weilian Qu, Ernian Zhao, Qiang Zhou

    Published 2017-01-01
    “…This paper presents a refined analysis for evaluating low-cycle fatigue crack initiation life of welded beam-to-column connections of steel frame structures under strong earthquake excitation. …”
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    Article
  13. 1073

    Numerical Investigation of Carbon Fiber Reinforced Polymer Confined Concrete-Filled Steel Tube Columns under Eccentric Load by Brhanu Degefa Zewdu, Temesgen Wondimu Aure

    Published 2022-01-01
    “…This study presents a nonlinear finite element (FE) investigation of the effects of the thickness of Carbon Fiber Reinforced Polymer (CFRP), the thickness of steel tube, cross-sectional shape, and slenderness effect of an FRP confined concrete-filled steel tube (FCCFST) column under eccentric load. …”
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    Article
  14. 1074

    Effects of Welding Heat Input on Microstructure and Electrochemical Behavior of Flux-Cored Arc-Welded Q690 HSLA Steel by Kai Wang, Qinghua Lu, Yaoyong Yi, Jianglong Yi, Ben Niu, Zexin Jiang, Jinjun Ma

    Published 2018-01-01
    “…In this work, the weld metal (WM) for the Q690 high-strength low-alloy (HSLA) steel was prepared through flux-cored arc welding (FCAW) at 10 kJ/cm and 20 kJ/cm heat inputs. …”
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    Article
  15. 1075

    Tension Test for Axially Vibrated Prestressing Fine-Rolled Screw-Threaded Steel Bars Based on Thread-Contact Connection by Xingu Zhong, Tianyu Zhang, Chao Zhao, Xiaojuan Shu, Mingyan Shen, Yohchia Frank Chen

    Published 2019-01-01
    “…The interface between anchor plate and anchorage nut can be considered as a coupling spring whose stiffness is essentially the contact stiffness related to normal force at the contact surface, thus removing the usual assumption of fixed connection. The nut threads and steel bar are also connected with a coupling spring with the stiffness determined based on the threads treated as cantilever components. …”
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    Article
  16. 1076

    Probabilistic Evaluation of Seismic Performance of Steel Buildings with Torsional Irregularities in Plan and Soft Story under Mainshock-Aftershock Sequence by Hamed Kouhestanian, Mohammad Hossein Razmkhah, Jalil Shafaei, Hossein Pahlavan, Mohammad Shamekhi Amiri

    Published 2023-01-01
    “…This study investigates the fragility curves associated with the three-, five-, and eight-story models with steel moment-resisting frames under the main earthquake and mainshock-aftershock sequence to probabilistically evaluate the aftershock impacts on the steel structures with irregularities in the plan and height. …”
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    Article
  17. 1077

    Pulsed GMAW-based WAAM–Influence of droplet detachment mode on the geometry and mechanical properties of 308 L stainless steel by R.F. Rezende, A.R. Arias, E.J. Lima, II, F.G.F. Coelho

    Published 2025-06-01
    “…The experiments were performed by depositing preforms using 308 L stainless steel wire with a diameter of 1.0 mm on a 316 L stainless steel substrate. …”
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    Article
  18. 1078
  19. 1079

    Optimal Evaluation of the Rheological Parameters for STF Dampers in Semi-Rigid Joints of Steel Structures Using Response Surface Method by Ruby Freya, R. Senthil

    Published 2022-01-01
    “…Series of cyclic loading were imposed on the frames equipped with STF dampers to assess their impacts on T-steel frames. The stiffener end plate is bolted over the corner of the joints that are subjected to bending moment. …”
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    Article
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