Experimental and Theoretical Research on Shear Strength of Seismic-Damaged SRC Frame Columns Strengthened with Enveloped Steel Jackets by Chengxiang C. X. Xu, Peng S. Sheng, Chong C. Wan

“…The experimental and shear strength analytical investigations carried out on seismic-damaged steel reinforced concrete (SRC) columns strengthened with enveloped steel jacket subjected to cyclic loading are presented in this paper. …”
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Inhibiting Properties of Morpholine as Corrosion Inhibitor for Mild Steel in 2N Sulphuric Acid and Phosphoric Acid Medium by K. Jayanthi, M. Sivaraju, K. Kannan

“…The inhibition effect of morpholine on the corrosion of mild steel in 2N sulphuric acid and phosphoric acid has been studied by mass loss and polarization techniques between 302K and 333K. …”
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Prediction of the Bending Strength of Boltless Steel Connections in Storage Pallet Racks: An Integrated Experimental-FEM-SVM Methodology by Zhi-Jun Lyu, PeiCai Zhao, Qi Lu, Qian Xiang, HongLiang Li

“…Due to many differences in the material, geometry, and assembly method of the commercially available beam-end-connectors in steel storage pallet racks (SPR), no common numerical model has been universally accepted to accurately predict the M–θ behavior of complex semirigid connections so far. …”
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Real-Time Identification of Nonstandard Thermal Inkjet Codes on the Surface of Hot-Rolled Steel Sheets in Complex Environments by Xing-Hua Wang, Le Liang, Hong-Wei Sun, Wei-Bin Chen, Can-Can Wang, Yang-Yang Sun

“…Many steel mills currently rely on thermal spray codes to carry and convey information about the steel plate at different stages of production. …”
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Study of the Dynamic Strain-Induced Transformation Process of a Low-Carbon Steel: Experiment and Finite Element Simulation by Lei He, Ruijie Ruan, Chen Lin, Ting Dai, Xianjun Hu, Bruce W. Krakauer, Mingfang Zhu

“…The microstructures and mechanical properties of a low-carbon steel, hot-rolled by a six-pass dynamic strain-induced transformation (DSIT) process, with different start rolling temperatures, are studied by combining experiments and finite element simulations. …”
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Practical Evaluation Method for the Pouring Scheme of a Long-Span Concrete-Filled Steel Tube Arch Bridge by Xinyu Yao, Tianzhi Hao, Nianchun Deng

“…Concrete pouring steel tube arch is a critical part in the construction of a long-span concrete-filled steel tube arch bridge. …”
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Internal Friction on AISI 304 Stainless Steels with Low Tensile Deformations at Temperatures between −50 and 20C by T. F. A. Santos, M. S. Andrade

“…Austenitic stainless steels specimens were deformed by tension in temperatures in the range of −50C to 20 C and 0.03 to 0.12 true strain, in order to obtain different volumetric fractions of ε (hexagonal close packed) and α′ (body centered cubic) strain induced martensites. …”
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THE TECHNOLOGICAL PECUHARITIES OF THE STEEL PROCESSING WITH POWDER-LIKE COMPLEX DEOXIDIZING AGENTS ON THE BASIS OF CA + P3M by S. V. Terletskij, A. V. Olenchenko, V. V. Pivtsajev

“…The technological peculiarities of the steel processing with powder-like complex deoxidizing agents on the basis of Ca+P3M are given.…”
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Experimental Study on Load Bearing Characteristics of Steel Fiber Reinforced Concrete Lining in the Soft Surrounding Rock Tunnel by Guang-yao Cui, Jia-suo Qi, Dao-yuan Wang

“…It is concluded that steel fiber reinforced concrete can improve the toughness of lining. …”
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Approximation of the crack-tip field in fatigue cracks in bridge steel specimens: DIC analysis of different constraint levels by S. Seitl, P. Miarka, V. Ru�icka, L. Mal�kov�, A. S. Cruces, P. Lopez-Crespo

“…Over deterministic method was used to calculate the terms based on the least squares regression technique, applied on data from numerical simulation and experiment on S355 steel grades. Comparison between the stress fields (by principal stress 1 and von Mises stress HMH) obtain from experimental measurement DIC, Hybrid method and obtain from reconstruction by using various number of Williams power terms are quantified in order to get key information around the crack tip region on bridge steel specimens.…”
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Corrosion Inhibiting Mechanism of Nitrite Ion on the Passivation of Carbon Steel and Ductile Cast Iron for Nuclear Power Plants by K. T. Kim, H. W. Kim, H. Y. Chang, B. T. Lim, H. B. Park, Y. S. Kim

“…While NaNO2 addition can greatly inhibit the corrosion of carbon steel and ductile cast iron, in order to improve the similar corrosion resistance, ca. 100 times more NaNO2 addition is needed for ductile cast iron compared to carbon steel. …”
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Investigation of failure mechanism in tensile loading of Cu-AISI4140 steel joints fabricated by spark plasma welding by Mehdi Naderi, Mohammad Reza Toroghinejad, Ahmad Kermanpur

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Quasistatic Cyclic Tests and Finite Element Analysis of Low-Aspect Ratio Double Steel Concrete Composite Walls by Kaize Ma, Yudong Ma, Boquan Liu

“…An innovative double steel concrete (DSC) composite wall was developed to enhance constructability and lateral load resistance of buildings. …”
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Mechanical characterization of austenitic stainless steel under high-level ion-irradiation using nanoindentation experiment and simulation by Van-Thanh Pham, Jong-Sung Kim, Hyun Joon Eom, Changheui Jang

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Elastoplastic Analysis of Shear Behavior of Multicell Shaped Concrete-Filled Steel Tubular Connection Based on Unified Theory by Xi Chen, Jianyang Xue

“…Connection between multicell shaped concrete-filled steel tube (MCFST) columns and steel beams gives full play of strength and properties of steel tube and core concrete and has many advantages in mechanical and seismic performance. …”
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Multiaxial Cycle Deformation and Low-Cycle Fatigue Behavior of Mild Carbon Steel and Related Welded-Metal Specimen by Weilian Qu, Ernian Zhao, Qiang Zhou

“…The low-cycle fatigue experiments of mild carbon Q235B steel and its related welded-metal specimens are performed under uniaxial, in-phase, and 90° out-of-phase loading conditions. …”
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Long-Term Monitoring Reliability and Life Prediction of Fiber Bragg Grating-Based Self-Sensing Steel Strands by Heying Qin, Quanxi Shen, Jinping Ou, Wanxu Zhu

“…To analyze the long-term monitoring reliability and life expectancy of FBG-based steel strands, accelerated corrosion and tensile tests were carried out and a life-prediction model was constructed. …”
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Intelligent Wireless Sensors with Application to the Identification of Structural Modal Parameters and Steel Cable Forces: From the Lab to the Field by Y. Lei, W. A. Shen, Y. Song, Y. Wang

“…Furthermore, the wireless sensor network embedded with the engineering algorithms is adopted for the identification of structural modal parameters and forces in steel bridge cables. Identification results by the embedded algorithms in the intelligent wireless sensors are compared with those obtained by conventional offline analysis of the measured time-history data. …”
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Post-fire behavior of RC columns repaired with square hollow section steel tube and RC concrete jackets by Ahmed Rafik Belakhdar, Mohamed Salah Dimia, Mohamed Baghdadi

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Numerical study on the cyclic behavior of the stiffened steel plate shear walls containing sandwich panels with corrugated core by Shuna Zhang, Peng Zhang, Shaopeng Wang, Amir Ghiasvand

Subjects: “…Steel shear walls…”
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