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  1. 1581

    Experimental Study on the Effect of Grouting Defects on Mechanical Properties of the Rebar Connected by Full-Grouted Sleeves by Fei Guo, Junhua Li, Sicong He, Chunheng Zhou

    Published 2022-01-01
    “…In this article, the mechanical properties of the steel bars connected by the full-grouted sleeve with grouting defects were investigated experimentally. …”
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    Article
  2. 1582

    Calculation of Axial Compression Capacity for Square Columns Strengthened with HPFL and BSP by Hua Huang, Kailin Xi, Yu Zhang, Jinghui Shi, Boquan Liu

    Published 2016-01-01
    “…The load carrying capacity and failure mechanism of 8 square columns strengthened with high-performance ferrocement laminate (HPFL) and bonded steel plates (BSP) were analyzed on the basis of experiments on the axial compression performance of these columns. …”
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  3. 1583

    Anticorrosion Nanocrystalline Beta Zeolite Thin Film for Advanced Applications by Maha Saud M. Al-subaie, Aisha Mahmood A. Al-Turkustani, Rosilda Selvin, Saedah Rwede Al-Mhayawi

    Published 2015-01-01
    “…Steel alloys corrosion is ubiquitous and is conventionally protected by anticorrosion chromate coatings. …”
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    Article
  4. 1584

    Experiment and Numerical Simulation of Wooden Door Frame by Eryu Zhu, Bin Wang, Dongqi Wei, Li Zhu

    Published 2021-01-01
    “…The results show that the lateral stiffness and the lateral bearing capacity of the reinforced wooden door frame increase with the increase of channel steel type and the diagonal brace thickness. The height of the channel steel section of the seismic reinforcement structure should be half of the unreinforced structure. …”
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    Article
  5. 1585
  6. 1586
  7. 1587

    Experiment on Behavior of a New Connector Used in Bamboo (Timber) Frame Structure under Cyclic Loading by Junwen Zhou, Dongsheng Huang, Chun Ni, Yurong Shen, Longlong Zhao

    Published 2018-01-01
    “…The thickness of the hollow steel column was different among three specimens. …”
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    Article
  8. 1588

    Experimental and Numerical Simulation Study on Shear Strength and Secondary Particle Breakage of Coarse Sand with Different Dry Densities by Rui Luo, Fangcai Zhu, Qing Liu, Shaolong Zhang, Binbin Wu, Yaxin Shang, Qi Chen

    Published 2022-01-01
    “…., is commonly used between the inner steel casing and the outer steel sleeve; while the outer steel sleeve is pulled out or a vertical load is applied on the top of the pile, the sand will move, contact, and push against each other, which leads to recrushing; therefore, shear characteristics and secondary breakage are a meaningful problem to study with regard to the influence of different sand densities. …”
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    Article
  9. 1589
  10. 1590
  11. 1591

    Prognostics, Health Assessment, and Modelling of Material Removal Rate by EDM for Al 6061 and AISI 304 via Cockroach Swarm and Fruit Fly Optimization Approaches by Senthil Kumaran Selvaraj, Jayakumar Kaliappan, Natarajan Muthuswamy, S. Ramesh Kumar, Muralimohan Cheepu

    Published 2022-01-01
    “…Mild steel is known for its easy machinability. However, conventional machining of mild steel can often lead to the built-up edge formation on the tool. …”
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    Article
  12. 1592

    Metallurgical and mechanical properties of failed railway screw coupling in screw part by Sabry.M. Abdel Aziz, F. Abdel Mouez, M.A. Morsy

    Published 2025-03-01
    “…The results showed that the steel of the screw parts is DIN 41Cr4 steel with ferrite-pearlite microstructure. …”
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    Article
  13. 1593

    Study on the Cracking Mechanism of Arch Foot of CFST Tied Arch Bridge Based on Multiscale Numerical Simulation by Zeying Yang, Changhao Cai, Zhilin Qu, Chenghe Wang, Yinglin Sun

    Published 2022-01-01
    “…The results show that the anchorage stress of prestressed steel bundle is too high. On the one hand, the stress component produced by the bending of the prestressed steel bundle can squeeze the concrete inside the bending angle, and on the other hand, it will stretch the concrete outside the bending angle, resulting in concrete cracking. …”
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  14. 1594

    State-of-the-Art Report on Fiber-Reinforced Lightweight Aggregate Concrete Masonry by Saul Rico, Roshanak Farshidpour, Fariborz M. Tehrani

    Published 2017-01-01
    “…A common approach concerning the issue associated with the brittle characteristic of masonry is addition of steel reinforcement. However, this can be expensive, highly dependent on skillfulness of labor, and particularly dependent on the quality of available steel. …”
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    Article
  15. 1595

    Corrosion Activity on CFRP-Strengthened RC Piles of High-Pile Wharf in a Simulated Marine Environment by Ning Zhuang, Yujue Zhou, Yeming Ma, Yingdi Liao, Da Chen

    Published 2017-01-01
    “…We report test results from an experimental study to investigate the effectiveness of carbon fiber-reinforced polymer (CFRP) against reinforcing steel bar corrosion. Twelve reinforced-concrete pile specimens of 180 mm square by 1,600 mm long were cast. …”
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  16. 1596

    Prediction of Long-Term Prestress Loss and Crack Resistance Analysis of Corroded Prestressed Concrete Box-Girder Bridges by Yiming Yang, Huang Tang, Yu Mao, Xinzhong Wang

    Published 2022-01-01
    “…In this paper, a novel prediction model of long-term prestress loss considering the coupling effect of shrinkage and creep of concrete, prestressing steel relaxation, and presence of nonprestressing steel as well as the corrosion of prestressing and nonprestressing steel is proposed. …”
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  17. 1597

    DEFORMATION TREATMENT OF CAST PARTS IN THE PROCESS OF COMPOSITE METALS PRODUCTION AT CROSS-WEDGE ROLLING by V. V. Petrenko

    Published 2013-05-01
    “…The possibility of manufacturing of a hollow items such as «shaft» in the process of rolling of two different steel parts, namely molded bushing and the base material was shown. …”
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  18. 1598

    Estimation of Temperature Influence on Creep Rate of High-Temperature Elements in Steam Turbines and Steam Pipelines by A. G. Gerasimova, E. N. Kriksina

    Published 2011-08-01
    “…The paper contains a calculation of steel self-diffusion coefficient. Dependence Dsd = f(t) for more accurate assessment of  resource characteristics of the applied steel has been proposed in the paper.…”
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  19. 1599
  20. 1600

    Analysis on the Influence Degree of Deformation Control Factors of Deep-Buried Roadway’s Fractured Surrounding Rock Using Orthogonal Design by Ke Li, Weijian Yu, Youlin Xu, Ze Zhou, Mengtang Xu, Wei Liang

    Published 2021-01-01
    “…The results show that the control factors’ influence order on the total deformation of the roadway is as follows: row spacing between U-shaped steel > bolt length > cable length > row spacing between bolts, the influence order on the deformation of the roadway floor is as follows: row spacing between U-shaped steel > row spacing between bolts > bolt length > cable length, same as the left sidewall and right sidewall, and the influence order on the roadway roof’s deformation is as follows: row spacing between U-shaped steel > bolt length = cable length > row spacing between bolts, which provide a reference for the support design of deep-buried roadways with fractured surrounding rock, especially the adjustment of the supporting structure.…”
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