ABOUT POSSIBLE PERSPECTIVES OF THE ELECTROMETALLURGICAL PLANTS DEVELOPMENT by I. E. Klejman

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SOLVING OF TOMORROW PROBLEMS TODAY by G. Ja. Shilenko

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Theses of the report by N. V. Andrianov

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Numerical Investigation of Load-Carrying Capacity of GFRP-Reinforced Rectangular Concrete Members Using CDP Model in ABAQUS by Ali Raza, Qaiser uz Zaman Khan, Afaq Ahmad

“…The present work demonstrates the nonlinear finite element analysis (NLFEA) of 13 concentrically and eccentrically loaded short rectangular concrete column specimens reinforced with GFRP and conventional steel bars. GFRP bars are lightweight having the high tensile strength and high corrosion resistance. …”
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Fragmentation of Millimeter-Size Hypervelocity Projectiles on Combined Mesh-Plate Bumpers by Aleksandr Cherniaev, Igor Telichev

“…Two-component bumpers consisting of an external layer of woven mesh (aluminum or steel) directly applied to a surface of the aluminum plate are considered. …”
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Seismic Performance of an Efficient Scissor-Jack-Damper Configuration by Lihua Zhu, Pengyu Guo, Chenglong Hua, Shiyu Shan

“…The seismic responses of an uncontrolled steel-frame structure and of two controlled structures, installed with a diagonal brace and efficient scissor-jack-damper configurations, were analyzed using SAP2000. …”
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Experimental Study on the Reliability of an Active Unloading System for Strengthening of Reinforced Concrete Columns by Yongquan Wang, Tianfu Li, Kaifa Dong, Zhengxing Guo, Jing Fu

“…According to the requirements of the unloading force, an active unloading self-balancing system using the steel diagonal braces and prestressed steel tie rods was designed for the RC column structure. …”
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A System Dynamics Model of the Modal Shift from Road to Rail: Containerization and Imposition of Taxes by Bulim Choi, Su-il Park, Kang-Dae Lee

“…The proposed model was applied to the steel industry for steel rolled coils transport in South Korea. …”
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Electrical Resistivity of Concrete for Durability Evaluation: A Review by Pejman Azarsa, Rishi Gupta

“…This paper also reviews and assesses research concerning the influential parameters such as environmental conditions and presence of steel rebar and cracks on measuring electrical resistivity of concrete. …”
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High-Volume Upcycling of Waste Sediment and Enhancement Mechanisms in Blended Grouting Material by Luchen Zhang, Xuena Jia, Guanjie Yang, Deming Wang

“…The addition of a suitable amount of steel slag (10%) can reduce the total porosity, and also promote the hydration degree and increase the mechanical properties of cement matrix.The strength development can be attributed to the formation of hydration products and the cementation between hydrates and sediment particles.…”
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Two-Dimensional Ferroelectric Materials: From Prediction to Applications by Shujuan Jiang, Yongwei Wang, Guangping Zheng

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Lattice Boltzmann Modeling of Additive Manufacturing of Functionally Graded Materials by Dmytro Svyetlichnyy

“…The study introduces a diffusion model that allows for the simulation of material mixtures, in particular AISI 316L austenitic steel and 18Ni maraging 300 martensitic steel. The Unity-based model simulates particle deposition with controlled distribution, incorporating variations in particle size, friction coefficient, and chamber wall rotation angles. …”
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Collapse Pressure Analysis of Transversely Isotropic Thick-Walled Cylinder Using Lebesgue Strain Measure and Transition Theory by A. K. Aggarwal, Richa Sharma, Sanjeev Sharma

“…From this analysis, it has been concluded that, under the influence of internal and external pressure, circular cylinder made up of transversely isotropic material (beryl) is on the safer side of the design as compared to the cylinders made up of isotropic material (steel). This is because of the reason that percentage increase in effective pressure required for initial yielding to become fully plastic is high for beryl as compared to steel which leads to the idea of “stress saving” that reduces the possibility of collapse of thick-walled cylinder due to internal and external pressure.…”
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Bond Behavior of CRACFST Columns after Exposure to Elevated Temperatures by Peng Hu, Jiong-Feng Liang

“…The bond behavior of post-heated circular recycled aggregate concrete-filled steel tube (CRACFST) columns is experimentally investigated in this paper. …”
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Modal Characteristics of Two Operating Power Transmission Poles by Shen-En Chen, Kaoshan Dai

“…The prestressed concrete pole is shown to be easier for mode identification than the steel pole – but both numerical models show complicated coupled vibration modes. …”
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PENGUKURAN MODULUS YOUNG SENAR PANCING DENGAN METODE ANALISIS FREKUENSI DAWAI by Nidar Karyati Gulo, Albertus Hariwangsa Panuluh

“…The fishing line made of Nylon Monofilament and Stainless Steel Nylon Coat. The diameter of the fishing line with each material consisted of 0.25 mm. …”
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Study on the Mechanism of Sparks Generated Mechanical Friction by He Pan, Yang Zhang

“…Therefore, this research focuses on the temperature of hot surfaces and sparks generated by friction between pure copper, Q235A steel, and TC4 titanium alloy and the grinding wheel. …”
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Features of the Surface and Subsurface Waves Application for Ultrasonic Evaluation of Physicomechanical Properties of Solids. Part 2. Strenghtned Inhomogeneous Surface Layer by A. R. Baev, A. L Mayorov, N. V. Levkovich, M. V. Asadchaya

“…It is shown that the optimal angle corresponding maximum of excited surface wave amplitude in steel specimens is decreasing up to 24–26' vs. hardened depth layer. …”
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Numerical Investigation of Ultra-Wide Low-Frequency Wave Attenuation Using Seismic Metamaterials with Auxetic Slender Strips by Haosheng Liu, Hongbo Zhang

“…We further analyzed the transmission characteristics of the steel column structure, both with and without concrete filling. …”
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Optimum design of wind turbine foundation according to rebar detailing by Italo Linhares Salomão, Placido Rogério Pinheiro, Napoleão Vieira Nepomuceno, Gabriel Xavier Santiago Marinho, Matheus Martins Palmela Bastos de Oliveira, Joel J.P.C. Rodrigues, Bruno Ricardo de Almeida

“…After analysing the internal forces in circular foundations, the designer must define the calculation sections to determine the required area of steel and select the diameter of the steel bars and their positioning in the base. …”
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