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  1. 101

    Microstructure and properties of SiC particle reinforced AA7075 composites by friction stir processing by Yuhan Duan, Yuehui Dang, Shuang Yi, Xianming Cao, Yu Cao, Zejun Chen

    Published 2025-01-01
    “…The uniform distribution of SiC particles transferred loads efficiently during impact, absorbing a significant amount of energy. This causes crack deflection and delays the fracture process, allowing the material to withstand higher impact loads while maintaining excellent impact toughness, with a maximum impact load and impact energy of 4.83 kN and 6780 mJ, respectively. …”
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  2. 102

    Fabrication and assessment on morphological, thermal stability and self‐healing efficiency of microcapsule‐based jute/epoxy bio‐composites by Md. Mahmudul Adil, M. S. Rabbi, Tasfia Tasnim

    Published 2025-01-01
    “…Results indicated that the epoxy composite healed from a 1 mm deep crack exhibited higher impact strength recovery than samples healed from a 1.5 mm deep crack, with healing efficiencies of 83.9% and 78.89%, respectively. …”
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  3. 103

    Biomechanical Analysis and Solution Suggestions of Screw Replacement Scenarios in Femoral Neck Fracture Surgeries: Finite Element Method by Yılmaz Güvercin, Murat Yaylacı, Ayberk Dizdar, Mehmet Emin Özdemir, Sevil Ay, Ecren Uzun Yaylacı, Umitcan Karahasanoğlu, Hüseyin Uygun, Gökhan Peker

    Published 2025-02-01
    “…ABSTRACT Objective Despite several surgical options, there has yet to be a consensus on the best treatment for femoral neck fracture (FNF) due to higher complication rates compared to other bone fractures. …”
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  4. 104

    Study on Permeability of Soil-Rock Mixture in Water-Blocking Layer of Open-Pit Coal Mine Dump Site by Boyu Luan, Wei Zhou, Xin Meng, Xiang Lu, Zhichao Liu

    Published 2020-01-01
    “…When the hydraulic pressure is close to or equal to the confining pressure, penetrating cracks are easily formed between the soil-rock interfaces of the sample with a higher rock block proportion, resulting in a rapid increase in permeability. …”
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  5. 105

    Strengthening of Damaged Masonry Walls Using Engineered Cementitious Composites: Experimental and Numerical Analysis by S. M. Renuka, I. P. Mervin Sanjith

    Published 2022-01-01
    “…The compressive strength of ECC is observed to be higher than normal mortar and FAECC whereas the indirect tensile strength of both ECC and FAECC was almost similar, which is higher than that of normal mortar. …”
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  6. 106

    Experimental and Numerical Study of Failure Behavior and Energy Mechanics of Rock-Like Materials Containing Multiple Joints by Ri-hong Cao, Hang Lin

    Published 2017-01-01
    “…The CDiS (critical dilatancy stress) and CIS (crack initiation stress) show a similar tendency to UCS. …”
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  7. 107

    Three-dimensional omnidirectional characterization methods of rock anisotropic wave velocity and acoustic emission location optimization by Shengjun MIAO, Wenxuan YU, Mingchun LIANG, Pengjin YANG, Conghao LI, Zejing LIU

    Published 2025-03-01
    “…The horizontal wave velocity is consistently higher than the oblique longitudinal wave velocity, indicating fewer longitudinal cracks in the initial state. …”
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  8. 108

    Infiltration-driven performance enhancement of poly-crystalline cathodes in all-solid-state batteries by Junghwan Sung, Junyoung Heo, Dong-Hee Kim, Hawon Gu, Yung-Soo Jo, Heetaek Park, Jun-Ho Park, Jeong-Hee Choi, Yoon-Cheol Ha, Doohun Kim, Jun-Woo Park

    Published 2024-10-01
    “…Abstract All-solid-state batteries (ASSBs) with adequately selected cathode materials exhibit a higher energy density and better safety than conventional lithium-ion batteries (LIBs). …”
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  9. 109

    Comparative study on tensile and high cycle fatigue behaviour of 316L(N) SS hardfaced with Ni-Cr-B-Si alloy by GTA and laser cladding processes by Amruta Pasarkar, S. Balaguru

    Published 2025-02-01
    “…Thus, it is very important to consider appropriate hardfacing method which can provide higher tensile and fatigue strength to avoid cracking/debonding at the interface. …”
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  10. 110
  11. 111

    A comparative filling materials study on microstructure and mechanical properties of welded joints of dissimilar Al–Mg–Si alloys using CMT-laser beam oscillation hybrid welding by H.Y. Shen, J.M. Yu, L. Wang, F. Vogel, C.J. Li, H. Nagaumi

    Published 2025-01-01
    “…While the ER4047 joint exhibited higher predicted strength, it is imperative to address its porosity improvement to mitigate the risk of crack initiation. …”
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    Article
  12. 112

    Mechanical and fractured surface characterization of epoxy/red mud/fly ash/aluminium powder filled hybrid composites for automotive applications by K. C. Anil, A. B. Hemavathi, A. Adeebpasha

    Published 2023-04-01
    “…This has called for researches into lighter material development of the same or even superior mechanical properties to the existing materials in this area of applications. …”
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    Article
  13. 113

    Mechanical and Fractured surface characterization of epoxy/red mud/fly ash/ aluminium powder filled hybrid composites for automotive applications by K. C. Anil, A.B. Hemavathi, A. Adeebpasha

    Published 2023-03-01
    “…This has called for researches into lighter material development of the same or even superior mechanical properties to the existing materials in this area of applications. …”
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    Article
  14. 114

    Damage Evolution of Granite under Ultrasonic Vibration with Different Amplitudes by Junpeng Han, Dajun Zhao, Shulei Zhang, Yu Zhou

    Published 2022-01-01
    “…A threshold value was found for the amplitude, and fractures show different propagation and expansion characteristics at the higher and lower values. Increasing the amplitude magnifies the stress at the crystal defect and speeds up the crack propagation process. …”
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  15. 115

    Influence of Tire-Recycled Steel Fibers on Strength and Flexural Behavior of Reinforced Concrete by Yancong Zhang, Lingling Gao

    Published 2020-01-01
    “…To obtain concrete with approximately the same strength or toughness, the content of tire-recycled steel fibers should be about 1%-2% higher than that of industrial steel fibers. In addition, the load-deflection curve tends to become fuller after the first crack, and the second peak of the load continues to increase. …”
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  16. 116

    Assessment of complications in adjacent natural teeth compared to contralateral teeth in single posterior implant cases by Naama Fridenberg, Nirit Tagger-Green, Matanel Katz, Shifra Levartovsky

    Published 2025-01-01
    “…Patients experiencing crack/fracture and mobility complications required a higher number of dental implants compared to other categories (p = 0.043). …”
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  17. 117

    Deformation Characteristics of Ultrahigh-Strength Concrete under Unrestrained and Restrained States by Joo-Ha Lee, Kwang-Mo Lim, Doo-Yeol Yoo, Nam-Hyoung Lim

    Published 2017-01-01
    “…In particular, UHSC is known to have a considerably higher level of autogenous shrinkage than normal strength concrete (NSC), and the possibility of cracking at an early age is very high. …”
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  18. 118

    Inclusion of CFRP-Epoxy Composite for End Anchorage in NSM-Epoxy Strengthened Beams by Md. Akter Hosen, Mohd Zamin Jumaat, A. B. M. Saiful Islam

    Published 2015-01-01
    “…The results also show that these beams had less deflection, strain, crack width, and spacing.…”
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  19. 119

    Study on the Shear Capacity of the Wet Joint of the Prefabricated Bridge Panel with a Special-Shaped Shear Key by Fan Feng, Fanglin Huang, De Zhou, Weibin Wen, Yong Tao

    Published 2021-01-01
    “…Steel-concrete composite beam has been widely applied in civil engineering, and the concrete during operation may crack due to the large shear force at the wet joint. …”
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  20. 120

    A Discussion of Reinforcement Timing Optimization for Main Inclined Shaft Roadway with Water Seepage by Minglei Zhang, Chaoyu Chang, Wen Cao

    Published 2020-01-01
    “…With the increase of the time of water infiltration, the roadway deformation increases exponentially, resulting in a higher risk of roadway destruction. In this paper, targeting at the supporting and protection issues associated with the main inclined shaft during the water-drenching, a numerical simulation method was established to evaluate the impact of the fissure water on the deformation of the surrounding rock of the roadway, and a solution to control the top water in main inclined shafts by grouting was proposed. …”
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