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SCIENTIFIC-METHODICAL PREREQUISITES FOR DEVELOPMENT OF THE STEEL COMPOSITIONS FOR INCREASE OF RESISTANCE OF HIGH-LOADED STAMPS OF COLD DEFORMATION
Published 2005-11-01“…The basis of perfecting of the known steels composition with the purpose of using for solving of concrete production problem, in particular increase of instrument resistance, are examined in the article.…”
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783
Prediction of buckling damage of steel equal angle structural members using hybrid machine learning techniques
Published 2025-02-01Subjects: “…Steel equal angle…”
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784
Experimental and Numerical Investigations of Fretting Fatigue Behavior for Steel Q235 Single-Lap Bolted Joints
Published 2016-01-01“…This work aims to investigate the fretting fatigue life and failure mode of steel Q235B plates in single-lap bolted joints. Ten specimens were prepared and tested to fit the S-N curve. …”
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785
effect of adding borax on the Oxy-Acetylene Welding (OAW) process on tensile strength of ST42 steel
Published 2025-01-01“…The research was conducted using the experimental method of adding 1 gram, 3 grams, and 5 grams of borax to the brass and ST42 steel welding process. Borax was added to aid the adhesion process between brass and steel as both have different properties. …”
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786
Research status and future prospect of carbon capture technology using steel slag in the context of carbon neutrality
Published 2025-03-01Subjects: “…steel slag…”
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787
Insight into Anticorrosion Mechanism of Ampicillin on Mild Steel in Acidic Environment: A Combined Experimental and Theoretical Approach
Published 2021-01-01“…The corrosion inhibition of mild carbon steels in an acidic environment by using ampicillin (AMP) has been evaluated based on experimental and quantum chemistry techniques. …”
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788
Crash-Induced Vibration and Safety Assessment of Breakaway-Type Post Structures Made of High Anticorrosion Steels
Published 2016-01-01“…In this study, we used a new high anticorrosion steel for the development of advanced breakaways. …”
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789
Experimental Study on Mechanical Performance of U-Shaped Steel-Encased Concrete Composite Beam-Girder Joints
Published 2021-01-01“…This paper proposes a novel U-shaped steel-encased concrete composite beam-girder joint (referred to herein as the novel composite beam-girder joint), in which the U-shaped beams at two sides (L and R) are inserted into a shaped sleeve, and the U-shaped girder and two U-shaped beams are connected by the shaped sleeve through welding. …”
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790
Axial Loading Behaviour of Self-Compacting Concrete-Filled Thin-Walled Steel Tubular Stub Columns
Published 2021-01-01“…This paper presents an experimental investigation on the mechanical behaviour of self-compacting concrete-filled thin-walled steel tubular (SCCFTST) stub columns loaded in axial compression to failure. …”
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791
Development of the thermostrengthening regimes of reinforcing steel No 25-36 in conditions of mill 320 of the Belurussian metallurgical works
Published 2002-05-01“…On the ground of the carried out integrated study the technology of thermostrengthening of reinforcing steel, providing the required structural status of finished steel production, is developed and introduced.…”
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792
Matematical modeling of the process of enlarging the austenitic grain during high-temperature heating of alloy structural steel
Published 2019-10-01Subjects: Get full text
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793
Experiment on Corrosion Fatigue Life of Steel Strands under the Coupling Effects of Chloride Environment and Alternating Loads
Published 2021-01-01“…Corrosion pits will lead to local stress concentration on the surface of steel strands and even shorter fatigue life and worse mechanical properties of steel strands. …”
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794
Kinetics of austenite formation during continuous heating in as-cast and as-annealed conditions in a low carbon steel
Published 2025-01-01“…Dilatometric analysis was used to study the effect of the initial microstructure on the kinetics of austenite formation during continuous heating in low–carbon steel. Two initial microstructures were analyzed: 1) as–cast condition, composed of columnar grains of Widmastätten ferrite and pearlite, and 2) as–annealed condition, formed of equiaxed grains of ferrite and pearlite. …”
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795
Numerical and Physical Modeling of Steel Flow Behavior in the Two Strand Tundish During Nonconventional Pouring Conditions
Published 2024-12-01“…During numerical and physical simulations, the process of continuous steel casting of two slabs with dimensions of 1.15 m × 0.225 m at a speed of 1 m/min was simulated. …”
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796
Analysis of Turning Performance on AISI O1 Steel Using VO+nMoS2 as Coolant
Published 2022-01-01“…AISI O1 cold work steel is a hard-to-machine material as a reason of its good temperature resistance, superficial hardness, and lesser response to wear. …”
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797
Influence of various thermal conditions on the composition of high‑temperature diffusion oxides (satellite inclusions) in solid steel
Published 2023-03-01“…The characteristic features in terms of the percentage and presence of certain chemical elements in the scale of various steel grades have been established.…”
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798
Effect of Fibre Aspect-Ratio on the Fresh and Strength Properties of Steel Fibre Reinforced Self-Compacting Concrete
Published 2022-01-01“…A series of tests were performed to determine the impact of fibre aspect-ratio and fibre inclusion rate on the engineering/mechanical properties of SCC. The presence of steel fibre in the SCC lessened the workability; furthermore, the upsurge in the inclusion rate of steel fibre abridged the workability further. …”
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799
Experimental and Numerical Study on Fracture Characteristics of Interface between In Situ Engineered Cementitious Composites and Steel Deck
Published 2021-01-01“…In this study, engineered cementitious composite (ECC) is used as the pavement of orthotropic steel deck bridge and an epoxy adhesive is used to achieve wet-bonding between the steel deck and cast-in-place ECC. …”
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800
Dynamic Responses of Long-Span Steel Truss Girder Cable-Stayed Bridge With a Single Pylon
Published 2025-01-01“…The study investigates the seismic response of long-span single-tower and single-cable steel truss girder cable-stayed bridges, which structurally differ from traditional bridge types, and there is limited research on the influence of cable arrangement on the seismic response of long-span single-tower steel truss girder cable-stayed bridges. …”
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