Experimental and Theoretical Investigations on Progressive Collapse Resistance of the Concrete-Filled Square Steel Tubular Column and Steel Beam Frame under the Middle Column Failure Scenario by Wei Xuan, Lai Wang, Changjiang Liu, Guoqi Xing, Lili Zhang, Haitao Chen

“…A static loading test was carried out on a 1/3-scale concrete-filled square steel tubular column-steel beam frame (CFSTSBF) specimen with 2 spans to study its progressive collapse behaviors under the middle column failure scenario using the alternate load path method and to examine the failure mode and load transfer and main resistance mechanisms of the residual structure. …”
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CREATION OF RESOURCE-SAVING TECHNOLOGICAL PROCESS OF ELECTROSLAG SMELTING OF CYLINDRICAL BILLETS OF BIG DIAMETER OF STEEL OF NEW GRADE 5H3NMFS WITH USE OF STEEL BAR by V. N. Fedulov

“…The new principles of creation of instrumental steel grades, which will allow to increase resource of outfil and will make it possible to use steel scrap fo r melting of new billers are developed…”
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INFLUENCE OF QUANTITATIVE ALLOYING OF TOOL STEELS FOR HOT DEFORMATION ON THE LEVEL OF HARDENING by V. N. Fedulov

Subjects: “…tool steel…”
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Low-Temperature Performance and Evaluation Index of Gussasphalt for Steel Bridge Decks by Hongyu Ye, Xuancang Wang, Naren Fang, Ziyuan Su

“…Gussasphalt is widely used in steel deck pavement in cold regions; thus, it should have good low-temperature performance. …”
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Splicing behaviour of GFRP, BFRP, and steel bars in reinforced concrete beams by Hala Mamdouh, Ahmed Hassan, Nasr Zenhom, Amr Ali, O. A. Mohamed, Amany Salman

“…Abstract Fiber-reinforced-polymers (FRPs) have gained popularity as a substitute for conventional steel bars in reinforced concrete, yet there remain specific knowledge gaps in the behavior of lap-spliced glass and basalt bars. …”
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Experimental Study on Frost Heave Behavior of Steel Fiber Improved Soil by Rongjian Shi, Feng Huang, Fengtian Yue, Zequn Hong, Yichen Li

“…In order to analyze the frost heave behavior of the steel fiber improved soil, a one-dimensional frost heave test under the open recharge system was conducted in this paper, focusing on the influence of steel fiber content, size, and soil properties. …”
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The effects of deoxidation practice on the quality of thin foil low-carbon steel by Pereira Batista R., Augusto Martins A., Costa e Silva A.L.V.

Subjects: “…Low-carbon steel…”
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Mechanical Properties of Steel Fiber-Reinforced Concrete by Vibratory Mixing Technology by Yuanxun Zheng, Xiaolong Wu, Guangxian He, Qingfang Shang, Jianguo Xu, Yikai Sun

“…As a kind of important engineering material, steel fiber-reinforced concrete was used widely in civil engineering. …”
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Evaluation of the ratcheting behavior of Cr-Mo steel used in CNG tank by Karim Aliakbari, Shahab Kamel Abbasnia, Mahmoud Shariati

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Effect of Strain Rate on Hot Ductility of a Duplex Stainless Steel by Zhenhua Wang, Wenyuan Ma, Chengming Wang

“…Duplex stainless steels (DSSs) often have bad hot workability. In this study, specimens of 2205 DSS were hot tensioned over a strain rate range from 0.005 s–1 to 50 s–1 to examine the hot ductility. …”
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MODELING OF ELASTIC-PLASTIC DEFORMATIONS AT CAST OF STEEL IN INGOTS OF ROUND CUT by A. N. Chichko, V. A. Matochkin, D. M. Kukuj, M. A. Murikov, A. V. Demin

“…The mathematical model for calculation of longitudinal pressures in round ingot, which takes into account mechanical bending and plastoelastic characteristics of steel, is presented. The dynamics of changing of longitudinal pressures in zone of secondary cooling and along the whole length of the round cut ingot with diameter 160 mm of low-carbon steel St20 is determined by means of computer analysis.…”
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Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods by Hui Zhong, Qifeng Shan, Jialiang Zhang, Xiaocun Zhang, Yushun Li

“…This paper presents a study aimed to estimate the flexural performance of profiled steel sheet-bamboo plywood composite slabs as a first step to evaluate its potential application as structural components. …”
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Identification of fatigue and mechanical characteristics of explosively welded steel - titanium composite by M. Kowalski

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Steel Wire Mechanical Property Degradation Study Based on Numerical Simulation by Jiangjiang Li, Xuanyu Zhang

“…The results show that the corrosion changes the geometry of the cross section of the steel wire, which leads to the degradation of the mechanical properties of the steel wire. …”
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A Review on Strengthening Steel Beams Using FRP under Fatigue by Mohamed Kamruzzaman, Mohd Zamin Jumaat, N. H. Ramli Sulong, A. B. M. Saiful Islam

“…Hence, the objective of this study is to explore the existing FRP reinforcing techniques to care for fatigue damaged structural steel elements. This study covers the surface treatment techniques, adhesive curing, and support conditions under cyclic loading including fatigue performance, crack propagation, and failure modes with finite element (FE) simulation of the steel bridge girders and structural elements. …”
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Experimental Investigation on Hydroabrasive Erosion of Steel Fiber UHPC and Rubber UHPC by Shuangxi Li, Liang Tang, Wenyou Shi, Congchun Zhong

“…The results indicate that the steel fiber UHPC compressive strength is higher than that of rubber UHPC (containing 1% steel fiber), and the abrasion resistance performance of steel fiber UHPC is lower than that of rubber UHPC (containing 1% steel fiber) when the rubber content is 10% and 12.5%. …”
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TRANSFER TO THE LONG POURING OF STEEL AT MNLZ-1,2, RUP «BMZ» by I. I. Shkulkova, A. K. Turygin

“…The transfer to long pouring of steels with use of CNC of firm VESUVIUS (Germany) is carried out on machines of continuous casting of slugs No1, 2 of RUP «BMZ».…”
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Study on the Seismic Performance of Box-Plate Steel Structure Modular Unit by Hui Mao, Guang-chong Qin, Tao Lan

“…To study the seismic performance of the box-plate steel structure system, two three-storey single box-plate steel structure space stress-bearing unit test pieces have been designed and fabricated according to the 1 : 3 reduced scale. …”
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Experimental and Theoretical Study of Sandwich Panels with Steel Facesheets and GFRP Core by Hai Fang, Huiyuan Shi, Yue Wang, Yujun Qi, Weiqing Liu

“…This study presented a new form of composite sandwich panels, with steel plates as facesheets and bonded glass fiber-reinforced polymer (GFRP) pultruded hollow square tubes as core. …”
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Analytical Study of Common Rigid Steel Connections under the Effect of Heat by Rohola Rahnavard, Navid Siahpolo, Mohammad Naghavi, Akbar Hassanipour

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