Seismic Performance of Precast Concrete Column-to-Column Joint Using the Steel Plate Hoop and Bolts Connection by Dawei Yuan, Qi Shang, Chun Han, Jianpeng Sun, Qingning Li

“…To overcome these shortcomings, a new type column–column connection with steel plate hoop and bolts was designed and proposed. …”
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Effects of shrinkage, temperature and the degree of connection (N/N f) on the behavior of steel-concrete composite beams by Halima Aouad, Nacer Rahal, Houda Beghdad, Mohamed Sadoun, Abdelaziz Souici, Sara Zatir, Khaled Benmahdi

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Experimental Investigation on the Effect of Steel Fibers on the Flexural Behavior and Ductility of High-Strength Concrete Hollow Beams by Ahmmad Abbass, Sallal Abid, Mustafa Özakça

“…One concrete mixture with four different steel fiber contents of 0, 0.5, 1.0, and 1.5% were used. …”
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PECULIARITIES OF STRUCTURE FORMATION OF THE CONSTRUCTIONAL ALLOYED STEEL AT HEAT TREAT­ MENT OF HIGH­QUALITY ROLLED IRON by V. A. Lutsenko, P. A. Bobkov, T. N. Golubenko, L. A. Drobyshevsky, V. I. Gritsayenko

“…The structure formation in electric steel 42Cr4Mo2 under continuous cooling is investigated, the results are summarized in the form of the thermo-kinetic diagram. …”
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Experimental Study on Fatigue Performance of Negative Bending Moment of Steel-Concrete Continuous Composite Box Girder by Pu Gao, Kuan Li, Yuanxun Zheng

“…The fatigue performance of composite beams with different reinforcement ratios under complete shear connection and the variation of deflection, strain of the reinforcement, strain of steel beam, and crack growth under fatigue load were obtained. …”
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Investigation on Durability Behavior of Fiber Reinforced Concrete with Steel Slag/Bacteria beneath Diverse Exposure Conditions by Madhan Kumar M, Vidhya Lakshmi Sivakumar, Subathra Devi V, N. Nagabhooshanam, Subash Thanappan

“…One of society's most perplexing concerns is trash management. Among them is steel slag, which is obtained from steel mills and is used in the building industry as a partial substitution ingredient in concrete. …”
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Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members by Seok-Joon Jang, Dae-Hyun Kang, Kyung-Lim Ahn, Wan-Shin Park, Sun-Woong Kim, Hyun-Do Yun

“…This paper addresses the effects of hooked-end steel fibre contents on the mechanical properties of high-performance concrete (HPC) and investigates the feasibility of utilizing steel fibres to simplify the complicated reinforcement detailing of critical HPC members under high shear stress. …”
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Numerical Simulation of Corroded Reinforced Concrete Beam Strengthened by a Steel Plate with Different Strengthening Schemes by Huang Tang, Jianxin Peng, Linfa Xiao, Xinhua Liu, Jianren Zhang

“…The most reasonable location of the U-shaped steel plate is at the end of the steel plate for beams with a 10% corrosion rate.…”
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Reduction of Residual Stress for High-Strength Low-Alloy Steel Strip Based on Finite Element Analysis by Zengshuai Qiu, Anrui He, Jian Shao, Xiaoming Xia

“…Intensive cooling technology is widely utilized in the production of high-strength hot-rolled steel strip. However, intensive cooling at high cooling rate may cause stress heterogeneity on a steel strip, which further generates great residual stress and influences steel strip shape. …”
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Fuzzy Assessment of Steel Deck Pavement for Long Suspension Bridge of the Fourth Nanjing Yangtze River Bridge by Jinyu Zong, Keqiang Zhang, Binggen Zhan, Rui Ma

“…The service circumstance of steel deck pavement on the Fourth Bridge is complex and severe, so that the scheme evaluation for steel deck pavement is a huge program. …”
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An approach of steel plate hybrid bonding technique to externally bonded fibre-reinforced polymer strengthening system by Xue Zhang, Zhimin Wu, Ye Cheng

“…Eventually, a simplified analytical procedure was proposed and verified to estimate the flexural resistance of steel plate hybrid bonding – fibre-reinforced polymer–strengthened beam.…”
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Research on Damage Assessment of Concrete-Filled Steel Tubular Column Subjected to Near-Field Blast Loading by Ying Cui, Meimei Song, Zhan Qu, Shanshan Sun, Junhai Zhao

“…Concrete-filled steel tubular (CFST) columns are widely used in engineering structures, and they have many different cross section types. …”
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Corrigendum to “Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures” by Xuechun Liu, Xiaoxiong Cui, Zhiwei Yang, Xinxin Zhan

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Optimization and Prediction of the Mechanical Properties of Concrete with Crumb Rubber and Stainless-Steel Fibers Under Varying Temperatures by Ayman El-Zohairy, Osman Hamdy

“…It includes important parameters from earlier studies to improve predictions of stress–strain behavior, especially for concrete with crumb rubber and stainless-steel fibers at various temperatures. The initial phase assessed three existing stress–strain formulas as a basis for optimization. …”
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Comparison of the corrosion behavior and surface morphology of NiTi alloy and stainless steels in sodium chloride solution by Kožuh S., Vrsalović L., Gojić M., Gudić S., Kosec B.

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The effect of TiN coating on stress distribution in carbide cutting inserts in treatment of austenitic stainless steels by A. M. Lasitsa, V. G. Churankin, T. A. Churankina, R. O. Dzivulskiy

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Shear Strength and Pull-Out Response of Tire Shred-Sand Mixture Reinforced with Deformed Steel Bars by Beenish Jehan Khan, Irshad Ahmad, Hassan Nasir, Abdullah Abdullah, Qazi Khawar Gohar

“…The pull-out test result indicated that the deformed steel bars exhibit higher pull-out resistance in tire shred-sand mixtures (9.9 kN/m) compared with sand-only backfill material (4.1 kN/m).…”
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Temperature-Compensated Damage Monitoring by Using Wireless Acceleration-Impedance Sensor Nodes in Steel Girder Connection by Dong-Soo Hong, Khac-Duy Nguyen, In-Cheol Lee, Jeong-Tae Kim

“…Temperature-compensated damage monitoring in steel girder connections by using wireless acceleration-impedance sensor nodes is experimentally examined. …”
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Effect of Rotation Speed on Microstructure and Mechanical Properties of Friction-Stir-Welded 2205 Duplex Stainless Steel by Wenyang Wang, Ye Hu, Tong Wu, Dan Zhao, Hongwei Zhao

“…In the present study, 1.86-mm-thick steel plates (UNS S32205) were friction-stir-welded at various rotation speeds of 300 to 600 rpm and a constant welding speed of 100 mm·min−1. …”
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Performance Degradation of Subsea Shield Tunnel Segment Accounting for Concrete Strength Loss and Steel Bar Corrosion by Jiaqi Guo, Weiling Yang, Chong Xu, Bo Peng, Jinhai Lin, Yuan Qian

“…Under the action of chloride penetration and carbonization, tunnel lining segments are often damaged because of concrete strength loss and steel bar corrosion induced concrete cracking during their service life, which seriously degrades the service performance of the tunnels. …”
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