Evaluation of Selected Physicomechanical Properties of SFRC according to Different Standards by Tereza Komárková, Jaromír Láník, Ondřej Anton

“…Steel fiber reinforced concretes are currently very popular, especially in the construction of industrial floors of warehouses and other halls with relatively large floor areas. …”
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FORMATION OF HIGHLY RESISTANT CARBIDE AND BORIDE COATINGS BY A TWO-STAGE DEPOSITION METHOD by W. I. Sawich, O. G. Cherneta, A. N. Korobochka, A. B. Sychkov, A. M. Nesterenko, V. L. Pliuta, M. A. Murikov

“…A study was made of the aspects of forming highly resistant coatings in the surface zone of tool steels and solid carbide inserts by a two-stage method. at the first stage of the method, pure Ta or Nb coatings were electrodeposited on samples of tool steel and solid carbide insert in a molten salt bath containing Ta and Nb fluorides. at the second stage, the electrodeposited coating of Ta (Nb) was subjected to carburizing or boriding to form carbide (TaC, NbC) or boride (TaB, NbB) cladding layers.…”
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Experimental and Numerical Studies on Residual Stress in Wide Butt Welds by Yang Ding, Zhe Liu, Jia-Bao Yan, Liang Zong

“…The presence of residual stress in steel members can significantly compromise the stiffness and fatigue life of steel structural components. …”
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Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables by Mei Kuihua, Sun Shengjiang, Jin Guoqing, Sun Yamin

“…The elastic modulus and deadweight of carbon fiber-reinforced polymer (CFRP) cables are different from those of steel cables. Thus, the static and dynamic behaviors of cable-stayed bridges using CFRP cables are different from those of cable-stayed bridges using steel cables. …”
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Experimental Study on Bond Behavior between Plain Reinforcing Bars and Concrete by Guohua Xing, Cheng Zhou, Tao Wu, Boquan Liu

“…To evaluate the bond behavior between the reinforcing bar and surrounding concrete, a total of six-group pullout specimens with plain steel bars and two-group specimens with deformed steel bars, serving as a reference, are experimentally investigated and presented in this study. …”
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Collapse Analysis of Transmission Tower Subjected to Earthquake Ground Motion by Xiaohong Long, Wei Wang, Jian Fan

“…This paper employs the finite particle method (FPM) to simulate the collapse of a transmission steel tower under earthquake ground motions; the three-dimensional (3D) finite particle model using MATLAB and the 3D finite element model using ANSYS of the transmission steel tower are established, respectively. …”
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Impact of Various Types of Fibres on the Mechanical Properties of Lightweight Concrete by Karem Saja T.Abd Al, Al-Asadi Ali K.

“…Furthermore, the hooked end steel showed a better performance than crimped steel in improving proprieties of lightweight concrete.…”
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NUMERICAL COMPUTER SECTIONING OF STRESSED STATE OF THE SLUGS WITH CIRCULAR SECTION by A. N. Chichko, N. V. Andrianov, A. V. Demin

“…The computer calculations of alternate distribution of temperatures and stresses in crystallizing round ingot with diameter 300 mm of low-carbon steel 20 are presented. There is determined the character of voltage excursion in secondary cooling zone along the length of ingot of circular section and in different cross-sections. …”
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PERSPECTIVE REINFORCING MATERIAL FOR FIBRE CONCRETE by A. V. Vedeneev, О. I. Ignatenko, V. I. Gritsaenko

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RESEARCH OF INFLUENCE OF MAGNETIC-IMPULSE PROCESSING ON PHYSIC-MECHANICAL AND TRIBOTECHNICAL CHARACTERISTICS OF FRICTION UNITS by T. A. Ahmetov, V. P. Sergienko, I. A. Kovaleva, I. N. Radjkova

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DETERMINATION OF POSSIBLE REASONS OF FORMATION OF DEFECT «MICROPITTING» IN HARD-ALLOY DIE INSTRUMENT IN THE PROCESS OF WIRE DRAWING by T. P. Kurenkova, I. P. Lazebnikova, T. N. Lipatkina

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DETERMINATION OF POSSIBLE REASONS OF DEFECT FORMATION «MICROPITTING» IN HARD-ALLOY WIRE DRAWING INSTRUMENT IN WIRE DRAWING PROCESS by T. P. Kurenkova, I. P. Lazebnikova, T. N. Lipatkina

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The idea of “soft” squeezing as a method of control of shrink and liquidation processes at hardening of uninterruptedly cast slugs by V. A. Matochkin, A. B. Steblov, A. V. Olenchenko

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PHASE TRANSFORMATION IN WEAR-RESISTANT MICROALLOYED CHROME-MANGANESE ALLOYS OF TRANSIENT CLASS AND THEIR MECHANISMS by G. V. Levchenko, V. L. Pljuta, A. M. Nesterenko, A. B. Sychkov

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Effects of Ni content on the microstructure and properties of laser powder bed fusion-processed Fe–18Cr–XNi alloys by Yongchao Lu, Xiaoqun Li, Yazhou He, Yaqing Hou, Fafa Li, Yao Lu, Hao Zhang, Lanting Zhang, Hong Wang, Hang Su

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Influence of Vibration Isolator Failure on Vehicle Operation Performance and Floating Slab Track Structure Vibration Reduction Effectiveness by Caiyou Zhao, Dongya Liu, Xiaoming Zhang, Qiang Yi, Liuchong Wang, Ping Wang

“…Based on the model, the failure conditions of steel spring are simulated, considering the failure position and number of steel springs. …”
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Bending and Shear Experimental Tests and Numerical Analysis of Composite Slabs Made Up of Lightweight Concrete by F. P. Alvarez Rabanal, J. Guerrero-Muñoz, M. Alonso-Martinez, J. E. Martinez-Martinez

“…The materials used were three lightweight concretes, a normal concrete, and a cold conformed steel deck which has embossments to increase the adherence between concrete and steel. …”
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An Updated Analytical Structural Pounding Force Model Based on Viscoelasticity of Materials by Qichao Xue, Chunwei Zhang, Jian He, Guangping Zou, Jingcai Zhang

“…Two existing pounding examples, the poundings of steel-to-steel and concrete-to-concrete, are recalculated by utilizing the proposed method. …”
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Study on Fatigue Test and Life Prediction of Polyurethane Cement Composite (PUC) under High or Low Temperature Conditions by Hongshuai Gao, Quansheng Sun

“…There are many diseases in the deck pavement of long-span steel bridges under the action of vehicles, rainwater, and freezing. …”
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Investigation of wear of rollers of Belarussian metallurgical plant mill by A. B. Steblov, V. I. Timoshpolsky, V. V. Filippov, V. A. Tischenko, E. A. Steblova

“…The outcomes of the reseach, formula for account of wear of rollers are indicated in this aniele depending on the factors of the cross-section of hire and chemical structure of steel.…”
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