Improvement of bonding behavior of cold-rolled stainless steel/copper composite plates via surface spinel structure treatment by Bowei Wang, Baojun You, Yuting Hu, Lun Fu, Chao Yu, Hong Xiao

Subjects: “…Stainless steel/copper composite plates…”
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Temperature Load Parameters and Thermal Effects of a Long-Span Concrete-Filled Steel Tube Arch Bridge in Tibet by Tuo Shi, Jielian Zheng, Nianchun Deng, Zheng Chen, Xiao Guo, Shi Wang

“…Zangmu Bridge is a concrete-filled steel tube (CFST) arch bridge along the Sichuan-Tibet railway in Tibet, with a main span of 430 m. …”
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Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention by Ju-Seong Jung, Kang-Seok Lee

“…In this study, a new technique for seismic retrofitting via the attachment of an “external steel reinforced concrete frame” (ESRCF) system was developed to strengthen medium-to-low-rise reinforced concrete (RC) buildings. …”
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Research on the Effect of Curing Temperature, Steel Fiber, and Admixture Content on Concrete Performance Based on Orthogonal Test in Cold Region by Z. G. Zhu, K. P. Hou, H. F. Sun, Y. Cheng, B. J. Yang, W. Sun

“…Mixing temperature and steel fiber content have little effect on the workability of the mixture. …”
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Finite Element Modeling of Compressive and Splitting Tensile Behavior of Plain Concrete and Steel Fiber Reinforced Concrete Cylinder Specimens by Md. Arman Chowdhury, Md. Mashfiqul Islam, Zubayer Ibna Zahid

“…Plain concrete and steel fiber reinforced concrete (SFRC) cylinder specimens are modeled in the finite element (FE) platform of ANSYS 10.0 and validated with the experimental results and failure patterns. …”
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Prediction of Final Phosphorus Content of Steel in a Scrap-Based Electric Arc Furnace Using Artificial Neural Networks by Riadh Azzaz, Mohammad Jahazi, Samira Ebrahimi Kahou, Elmira Moosavi-Khoonsari

“…The scrap-based electric arc furnace process is expected to capture a significant share of the steel market in the future due to its potential for reducing environmental impacts through steel recycling. …”
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Optimization of Reasonable Finished State for Cable-Stayed Bridge with Steel Box Girder Based on Multiplier Path Following Method by Jiapeng Shi, Yu Tao, Qingyun Xu, Jie Dai, Jin Di, Fengjiang Qin

Subjects: “…cable-stayed bridge with steel box girder…”
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Computational, Kinetics, and Corrosion Protection Aspects of Electrodeposited Poly(Salicylic Acid) Coatings as a Corrosion Inhibitor for Mild Steel by Ghada M. Abd El-Hafeez, Mohamed M. El-Rabeie, El Hassane Anouar, Moustapha E. Moustapha, Amany M. A. Osman, Zeinab R. Farag

“…The deposited PSA was then collected from the Pt surface and tested as a corrosion inhibitor for a mild steel electrode in an aqueous medium of 1 M sulfuric acid. …”
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Deflection Calculation Based on SDOF Method for Axially Loaded Concrete-Filled Steel Tubular Members Subjected to Lateral Impact by Luming Wang, Yanhui Liu, Jiahuan Song, Shichun Zhao, Zhe Wang, Yue Zeng, Xingyu Feng

“…Axial force has a great influence on the dynamic behavior and the impact resistance of concrete-filled steel tubular (CFST) members. Based on numerical simulation and theoretical analysis, the impact response and deflection calculation method for axially loaded CFST members subjected to lateral impact are investigated in this paper. …”
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RESEARCH OF INFLUENCE OF THE HIGH-SPEED THERMAL PROCESSING REGIMES ON STRUCTURE AND MECHANICAL PROPERTIES OF PIPE STEEL 32G2 by A. I. Gordienko, O. M. Kirilenko, I. I. Vegera, D. A. Semenov

“…Researches on influence of high-speed heating temperature, regimes of cooling and temperature of abatement on structure and mechanical properties of pipe steel 32G2 are carried out. Recommendations on the regimes of high-speed thermal processing of steel 32G2 which can be used at manufacturing of seamless pipes are given.…”
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Plasma Deposition of Ti-C Based Coating on AISI 420 Steel Using Titanium Cathodic Cage and Graphite Lid by Brenda Jakellinny de Sousa Nolêto, Marcos Cristino de Sousa Brito, Lucas Pereira da Silva, Lauriene Gonçalves da Luz Silva, Renan Matos Monção, Ediones Maciel de Sousa, Cesar Augusto Antônio Junior, Luciana Sgarbi Rossino, Thercio Henrique de Carvalho Costa, Cleânio da Luz Lima, Samuel Filgueiras Rodrigues, Rômulo Ribeiro Magalhães de Sousa

“…This work investigates the plasma deposition of Ti-C based coatings on AISI 420 steel using a cathodic cage technique with titanium and graphite components. …”
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Stress Assessment of a Steel Bullet LPG Tank Under Differential Settlement Based on Geodetic Measurements and Sensitivity Analysis by Ferenc Tomasz, Gierasimczyk Rafał, Mikulski Tomasz

Subjects: “…lpg steel tank…”
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Experimental Investigation on Flexural Behavior of Granite Stone Slabs with Near Surface Mounted CFRP Bars and Screw-Thread Steels by Xiaopeng Gao, Zhongfan Chen, Xiaomeng Ding, Erxiang Dong

“…An experimental study that investigates the behavior of stone slabs strengthened in fixure with near surface mounted (NSM) technique using screw-thread steels and carbon fiber-reinforced polymer (CFRP) bars is presented. …”
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A probabilistic stress-strain relationship model for steel bars including the non-uniform corrosion effects in chloride environments by Qin Zhang, Xinguo Guo, Haitao Zhao, Dongkang Hu, Xianglin Gu, Rongqing Li

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Flexural Behaviour of RC Beams with a Circular Opening at the Flexural Zone and Shear Zone Strengthened Using Steel Plates by J. Branesh Robert, R. Angeline Prabhavathy, P. S. Joanna, S. Christopher Ezhil Singh, Sivaraj Murugan, S. Rajkumar, Shubham Sharma

“…In this paper, an investigation on the behaviour of RC beams with circular openings in the flexural zone and shear zone strengthened using steel plates is presented. Totally seven beams were cast: a control beam, one beam with a circular opening of size of one-third the depth of the beam (100 mmϕ) in the flexural zone, one beam with opening strengthened using the steel plate, one beam with a circular opening of size of 100 mmϕ in the shear zone, one beam with an opening in the shear zone strengthened using the steel plate, one beam with two circular openings of size of 100 mmϕ in the shear zone, and another beam with two openings in the shear zone strengthened using the steel plate. …”
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Breaking Mechanism and Damage Evolution Rule of Ultra-High-Pressure Water Jet Impacting Steel Fiber Reinforced Concrete by Jialiang Liu, Yuelong Chen, Yujie Zhu

“…In the affected area of steel fiber, due to the inhomogeneity in the contact area of steel fiber and concrete, the stress concentration in the contact area is produced, causing the formation of propagated crack along the steel fiber. …”
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Enhancing Seismic Performance of Steel-Plated Stress-Ribbon Bridge with Tuned Mass Dampers: A Finite-Element Study by Hua Dong, Yi Zhang, Zhiqiang Huang, Wuchuan Pu, Kaiwen Liu, Qishuo Zhang

“…The objective of this study is to investigate the effect of tuned mass dampers (TMDs) on a steel-plated stress-ribbon bridge using the finite element method. …”
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INVESTIGATION OF POTENTIALITIES TO SET AUTOMATICALLY AMPLITUDE VALUES OF MAGNETIC INDUCTION WHILE MEASURING MAGNETIC CHARACTERISTICS OF ELECTRICAL-SHEET STEEL by I. I. Branovitsky, M. N. Putyrsky

“…It is shown that the most efficient method providing a fast and stable convergence of an iterative process while testing either textured or isotropic electrical-sheet steel is a parabola method.…”
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Estimation of Inelastic Interstorey Drift for OSB/Gypsum Sheathed Cold-Formed Steel Structures under Collapse Level Earthquakes by Xiangbin Liu, Hanheng Wu, Liurui Sang, Lu Sui, Congcong Xu

“…In order to estimate the inelastic interstorey drift of cold-formed steel (CFS) framed structures under collapse level earthquakes, the deflection amplification factor ηp is employed in this paper to compute the maximum interstorey drift ratio (IDRmax) from an elastic analysis. …”
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Numerical simulation and industrial practice of inclusion removal from molten steel by gas bottom-blowing in continuous casting tundish by Meijie Z., Huazhi G., Ao H., Hongxi Z., Chengji D.

“…The residence time distribution (RTD) of molten steel in the tundish was calculated by mathematical modeling. …”
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