COMPLEX RECONSTRUCTION OF MNLZ-3 OF BELORUSSIAN METALLURGICAL WORKS, DIRECTED AT IMPROVEMENT OF BLOOMS QUALITY, WIDENING OF ASSORTMENT AND PRODUCTIVITY BOOSTING by A. A. Sotnikov, A. V. Demin, S. V. Terletskij

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OPTIMIZATION OF DOUBLY REINFORCED BEAM DESIGN USING SIMULATED ANNEALING by SIMON OLAYIWOLA ADEREMI OLAWALE, OLUTOSIN PETER AKINTUNDE, MOSES OLADIPUPO AFOLABI, OLUWOLE AKINYELE AGBEDE

“…The variables are the width, depth, compression steel, tension steel and cost. The constraints are the ultimate moment of resistance, compression/tension-steel ratio, minimum and maximum area of reinforcements. …”
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ABOUT AN ALGORITHM OF OPTIMIZATION OF THE INGOT CRYSTALLIZATION PROCESS by A. N. Chichko, V. A. Matochkin, A. V. Demin, O. I. Chichko, V. F. Sobolev

“…The model takes into account the thermal and physical characteristics of steel type at evaluation of the heat exchange coefficient.…”
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In-Plane Instability of Parabolic Arches under Uniformly Distributed Vertical Load Coupled with Temperature Gradient Field by Zhenyu Pan, Deyuan Deng, Changsheng Feng, Hanwen Lu, Zhou Chen, Jinman Zhou, Angfeng Jiang

“…In civil engineering, arches, such as steel arch roofs and arch bridges, are often subjected to linear temperature gradient field. …”
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Preparation and recovery of iron carbide from pyrite cinder using carburization-magnetic separation technology by Chen D., Gou H., Lv Y., Li P., Yan B., Xu J.

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COMPUTER ANALYSIS OF INFLUENCE OF TECHNOLOGICAL FACTORS ON FORMATION OF HARD SKIN IN CRYSTALLIZER AT CREATION OF ROUND INGOT IN MNLZ by A. N. Chichko, V. F. Sobolev, M. A. Murikov, A. V. Demin, D. M. Kukuj, V. A. Matochkin

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Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall by Lin Tang, Daoyong Wu, Honggang Wu, Hong Wei, Jun Pang, Wei Guan, Hao Sun

“…Specifically, less damage degree is observed for a slope with prestressed grouting steel anchor tube frame beam, while the slope of without prestressed grouting steel anchor tube frame beam suffers from severe deformation. …”
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Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio by Y. L. Wang, X. Y. Wu, B. B. Li

“…A new type of an assembled monolithic concrete column encased by partial outsourcing steel was proposed, and the seismic performance was proposed. …”
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Effect of Fiber Angles on Hybrid Double-Tube Concrete Columns under Monotonic Axial Compression by Bing Zhang, Yu-Jun Qi, Tao Huang, Qian-Biao Zhang, Yu Hu, Xia-Min Hu

“…Hybrid double-tube concrete columns (hybrid DTCCs) are a novel form of hybrid columns that combine fiber-reinforced polymer (FRP) composites with two traditional construction materials (i.e., concrete and steel). Hybrid DTCCs consist of an outer FRP tube and an inner steel tube aligned concentrically, with the space between the two tubes and inside of the steel tube filled with concrete. …”
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Fatigue fracture mechanism of Ni-base superalloy GH4065A at elevated temperatures by LI Linhan, ZHANG Ji, ZHANG Wenyun, TIAN Qiang, QIN Heyong, ZHANG Beijiang

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Experimental and Analytical Study on the Longitudinal Shear Bond Behaviour of Basalt Textile-Reinforced Concrete Composite Slab by Aniket Shirgaonkar, Yogesh Patil

“…The main constituent materials of a composite slab are profiled deck steel sheet and concrete. Profiled steel sheet serves two purposes: it acts as a main reinforcing structural element as well as a permanent formwork during the construction phase. …”
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Experimental Study on Lateral Bearing Mechanical Characteristics and Damage Numerical Simulation of Micropile by Ning Liu, Yi-Xiong Huang, Bo Wu, Wei Huang

“…The result shows the following: (1) the micropile specimens with external steel pipe had better flexural performance than the bare micropiles and the mechanical characteristics of the specimens changed from brittleness to plasticity; (2) the degree of concrete damage is greatly reduced after the external steel pipe is attached, and the bearing capacity of the micropile specimen of the same diameter is increased by 70% after the external steel pipe is added; and (3) the specimens were mainly damaged due to tensile damage. …”
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Experimental and numerical study on seismic behaviors of SRC column-RC slab joints in NPP by Dayang Wang, Qiang Liu, Yuanqi Song, Yong Zhu, Yongshan Zhang

“…This paper presents an innovative design of a steel-reinforced concrete (SRC) column-reinforced concrete (RC) slab joint based on a concept of the strong column and weak slab. …”
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COMPUTER HYDRODYNAMICS OF THE MELT AND POWDER CARBONIC MATERIALS MIXING IN BOWL by A. N. Chichko, N. V. Andrianov, S. V. erletskij, D. M. Kukuj, V. F. Sobolev, Ju. V. Jatskevich, O. I. Chichko

“…The mathematical mechanism for modeling of the mixing processes of melts and powder materials, assumed as a basis of the out-of-furnace steel processing, is presented. The computer calculations of the melt speed fields, formed in the industrial bowl of the Belorussian metallurgical works, are given and analyzed.…”
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STRUCTURE AND PROPERTIES OF CAST INSERTS OF CHROME-MANGANESE ALLOYS OF TRANSITIONAL CLASS FOR THE COMBINED MILL FETTLINGS by G. V. Levchenko, O. E. Svistelnik, V. L. Pluta, A. B. Sychkov, A. N. Emelushin, A. M. Nesterenko

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Developing a Higher Performance and Less Thickness Concrete Pavement: Using a Nonconventional Concrete Mixture by Fady M. A. Hassouna, Yeon Woo Jung

“…In this study, a new concrete mixture was developed using specific amounts of steel fibers and steel slag (as a supplementary cementing material to replace a part of the cement). …”
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Test on Hysteretic Behaviour of Prestressed Composite Joints with Concrete-Encased CFST Columns by Kun Wang, Huihui Luo

“…Four composite joint specimens consisted of concrete-encased steel beams and concrete-encased concrete-filled steel tube (CFST) columns were tested under lateral cyclic loading, in which three specimens were prestressed and the other was not. …”
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Effect of Heat Treatment on Performance of 2205 Base Equipment and Pipes by Yajun Li, Nan Liu, Li Tian, Xuemei Lu, Yanjiao Li

“…ABSTRACT 2205 dual‐phase stainless steel is widely used in petrochemical equipment. …”
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Estimating the Tensile Strength of Ultrahigh-Performance Fiber-Reinforced Concrete Beams by In-Hwan Yang, Changbin Joh, The Quang Bui

“…The tensile behavior of ultrahigh-performance fiber-reinforced concrete (UHPFRC) depends on the dispersion and orientation of steel fibers within the concrete matrix. The uneven dispersion of randomly oriented steel fibers in concrete may cause differences in the tensile behavior between material testing specimens and beams. …”
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Safety Management in Sea Reclamation Construction: A Case Study of Sanya Airport, China by Jinchao Ma, Wei Zhong, Xiaoliu Zhu

“…Owing to their large size, the steel cylinders have been divided into different segments, and an assembly jig is employed to ensure a safe production process. …”
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