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2025/7/21

Steel Encyclopedia - Fundamentals of Rail Steel: Straightening of the Rails

(1) High-speed rail straightness requirements High-speed rail straightness requirements Notes: End Upward Curvature: The upward curvature at the rail end. End Downward Curvature: The downward curvature at the rail end. End Horizontal Curvature: The horizontal curvature at the rail end. Body Vertical Curvature: The vertical curvature along the rail body. Body Horizontal Curvature: The horizontal curvature along the rail body. Overall Vertical Curvature: The vertical curvature across the entire rail length. Overall Horizontal Curvature: The horizontal curvature across the entire rail length. (2)Steel Rail Straightening Principle Steel rails must undergo straightening of both the rail body and rail ends to meet straightness requirements. Generally, the rail body is straightened using a rolling straightener, while the rail ends are straightened using a four-sided straightener. The rail body undergoes multiple repeated elastoplastic bending deformations in the rolling straightener to complete one straightening process. Modern heavy rail rolling straighteners are typically composite rolling straighteners, consisting of a flat straightener and a vertical straightener. The flat straightener uses horizontal rolls, with the straightening force acting on the rail head and rail base to correct vertical bending (up-down bending) of the heavy rail. The vertical straightener uses vertical rolls, with the straightening force acting on the rail waist to correct horizontal bending (side bending) of the heavy rail. The differences between flat straightening and vertical straightening are shown in Figures 1 and 2. (3) Straightening Force Analysis During the straightening process, a 3-point bending force model is applied to analyze the forces. Between every three adjacent rolls, a 3-point bending plastic deformation zone is formed. The horizontal straightener undergoes 7 reverse bending plastic deformations (7 plastic deformation zones) to achieve straightness for up-down bending, while the vertical straightener undergoes 5 reverse bending plastic deformations (5 plastic deformation zones) to achieve straightness for side bending. The rail is subjected to pressure by the alternating arrangement of straightening rolls in the rolling straightener. Plastic deformation occurs when the actual stress on the rail exceeds its yield strength. In the initial stages of straightening, such as the first and second bends, a larger reduction force is applied to create a significant reverse bending rate. This quickly reduces the unevenness of the original curvature, transforming the original bending with varying sizes and directions into residual curvature with consistent direction and approximately similar magnitude, making the rail curvature more uniform. In subsequent bending stages, the reduction force is gradually reduced, primarily to minimize the residual curvature that has become uniform, ultimately achieving straightness. The straightening process of steel rails is a complex elastoplastic deformation process. This process can be divided into two stages: the reverse bending stage and the elastic recovery stage. During the reverse bending stage, the rail undergoes elastoplastic deformation due to external forces and moments. In the elastic recovery stage, the rail, under its own elastic deformation energy, attempts to return to its original equilibrium state. Straightening involves repeatedly undergoing reverse bending and elastic recovery to overcome internal elastic counter-moments, ultimately achieving straightness through yielding. During the straightening process, different sections of the rail cross-section experience varying degrees of force and deformation. Near the neutral axis, elastic deformation predominates, while plastic deformation occurs farther from the neutral axis. The extent of plastic deformation depends on the straightening pressure. The deformation conditions for straightening are as follows: the straightening stress must be at least equal to the yield strength of the rail to ensure plastic deformation; however, the straightening stress must not exceed the rail's tensile strength, as this could result in fracture. (4)Residual Stress After Composite Straightening Residual stress reduces the service performance of steel rails, particularly their fatigue strength. The magnitude of residual stress primarily depends on the straightening process and the initial state of the rail before straightening (especially its pre-straightening curvature). If the initial state of the rail is similar, the straightening process significantly influences residual stress. Flat straightening increases residual stress in the rail, while composite straightening can improve residual stress in the rail after straightening.

2025/7/14

Steel Encyclopedia - Fundamentals of Rail Steel: Cooling of the Rails

White spots were once a major defect in steel rails, caused by the precipitation and aggregation of hydrogen dissolved in molten steel during crystallization and cooling. Traditional processes required slow cooling in insulation pits after hot rolling to eliminate white spots, but this method prolonged production cycles and occupied significant workshop space. After years of research, China now implements full-process hydrogen control during smelting (hydrogen content strictly below 1.5×10-4%, far lower than the critical value of 2.0×10-4%), combined with pile cooling of continuous casting billets. This allows trace hydrogen to fully precipitate during crystallization and pile cooling. Consequently, modern rail production has eliminated slow cooling, adopting offline pile cooling or online cooling on walking beam cooling beds. New cooling bed equipment incorporates a pre-bending mechanism at the entrance  to counteract bending induced by uneven cross-sectional temperatures, significantly reducing pre-straightening curvature and post-straightening residual stress. Rails without pre-bending exhibit approximately twice the residual stress of pre-bent rails, with base residual stress accelerating the propagation of transverse cracks (primary or secondary) and leading to rail fracture. Cooling Process Flow of Rails on Walking-Beam Cooling Bed: (1)Entry Handling: Finished-rolled rails (rail head facing cooling bed) are transported via post-mill roller conveyor to the entry roller table for positioning and stoppage, with simultaneous removal of the rolled tongue at the head. (2)Pre-bending & Loading: A loading car equipped with a pre-bending mechanism lifts the high-temperature rail (≈800°C) and transfers it parallelly to the entry section of the cooling bed. A dynamic pre-bending device applies reverse curvature to compensate for bending deformation caused by cross-sectional temperature differences. (3)Stepwise Cooling: The walking beam advances the rail in a "Z"-shaped path via lift-translate cyclic motion (adjustable step distance), enabling uniform natural cooling. Rail temperature decreases gradiently from the finishing rolling temperature to 150-200°C during this process. (4)Forced Cooling: At the cooling bed exit, high-pressure axial fans perform directional air-jet cooling to ensure the rail temperature drops below 80°C, eliminating residual thermal stress. Discharge & Transfer: A hydraulic unloading car at the exit lifts the cooled rail and transfers it parallelly to the output roller table for subsequent straightening. Total cooling time ranges from 40-60 minutes, depending on ambient temperature and rail specifications.

2025/7/10

High-speed Wire Rod Module Rolling Mill

High-speed Module Mill is a kind of high-speed wire rolling equipment with  modular and independent transmission. By decomposing the traditional centralized transmission of multiple rolling mills into standardized units (modules) with multiple independent drives, it achieves high precision and high flexibility. Its core design subverted the mainstream collective transmission mode of the 20th century and became an innovative technology in the modern steel industry. Core technology breakthrough 1. Modular design Independent transmission unit: Each rolling mill is driven by a separate motor, which eliminates the power distribution error of the gearbox (the speed difference of the traditional rolling mill is up to ±3%). V-type 45° top crossing layout: The roller is spatially cross-arranged to realize Torsion-free Rolling and solve the problem of wire surface scratching. Quick roller change system: The specification change time is shortened from 8 hours of traditional rolling mills to 30 minutes, improving production efficiency by 50%. 2.Ultra-high-speed rolling capacity Rolling speed: from the traditional rolling mill ≤60m/s to 115m/s (the actual measured value of the Tosyali project in Turkey). Dynamic speed drop compensation: Instant adaptive speed adjustment of biting steel, speed fluctuation ≤±0.1%, ensuring the accuracy of head and tail dimensions (tolerance ±0.1mm). 3.Green manufacturing technology Low-temperature direct rolling: continuous casting billet 750℃ direct rolling (traditional process requires 1200℃), ton steel energy-saving 3000m³ natural gas (Shanxi Jianbang Project). Alloy reduction process: Three-stage controlled cooling (TMCP) reduces the manganese content of HRB400E rebar to 0.8% or less, and the cost of ton steel is reduced by 100 yuan.

2025/7/9

Steel Encyclopedia - Fundamentals of Rail Steel: Heat Treatment of Rails

Heat Treatment of Rails 1.Heat Treatment of Billets Steel rail production imposes strict requirements on billet heating, including minimal oxidation, low decarburization, and small temperature differences. These requirements directly affect the final quality and production efficiency of steel rails. (1) Oxidation Issues in Billet Heating During high-temperature heating, billets undergo oxidation, forming oxide scale on their surfaces. This oxide scale may remain on the surface of the rails during subsequent rolling, leading to surface defects, while also increasing material loss and reducing yield. Therefore, the heating of rail billets requires advanced heating equipment and appropriate heating processes to minimize surface oxidation as much as possible. The effect of heating temperature on oxidation loss is particularly significant. Studies show that oxidation loss increases sharply when the heating temperature exceeds 1200℃. Specifically, the burn loss at 1000℃ is approximately 6 times that at 800℃, 10 times at 1100℃, 15 times at 1200℃, and 31 times at 1320℃. This indicates that controlling furnace temperature and reducing billet exposure time in high-temperature zones are effective measures to minimize oxidation loss. (2)Relationship Between Decarburization Layer Depth and Rolling Deformation Rate During billet heating, a decarburization layer forms on the surface. This decarburization layer undergoes changes during subsequent rolling, and its degree of change is proportional to the deformation rate of the rolled product. In other words, the higher the rolling deformation rate, the more significant the change in decarburization layer depth. Therefore, in actual production, it is necessary to optimize heating processes and rolling parameters to reasonably control the depth of the decarburization layer, ensuring the mechanical properties and surface quality of the rails. 2.Pusher-type heating furnace 2.1 Process flow Continuous cast billets from the steelmaking plant are loaded onto the charging roller conveyor. Subsequently, they undergo length measurement, weight measurement, temperature measurement, and calibration to ensure data accuracy and billet integrity. After confirming the availability of empty space in front of the furnace, the system verifies the readiness for charging. At this point, the billets are precisely positioned according to the predefined charging diagram using the PLC system. The charging furnace door then opens, and the charging machine advances to place the billets accurately on the preset positions of the fixed beams, ensuring stability and positional accuracy. The charging machine subsequently retracts to its initial position, preparing for the next charging cycle. 2.2 Design characteristics of the pusher-type heating furnace (1) Upper Heating with Flat Flame Burners Flat flame burners ensure uniform temperature distribution, high radiation intensity, fast heating, and easy maintenance of positive pressure in the furnace. (2) Lower Heating with Adjustable Flame Burners Adjustable flame length ensures uniform temperature across the furnace width; partial burners at the tail can be turned off during low production or hot charging. (3)Equalizing and Heating Zone Separation Increased flue gas resistance creates vortex zones, stabilizing temperatures; prevents high-temperature radiation between adjacent sections, improving control accuracy. (4)Composite Furnace Lining Enhanced insulation reduces heat loss, saving energy and extending furnace life. (5)Double Thermal Insulation on Water Beams and Columns Significant energy-saving effects. (6)Staggered Pusher Beam Design Prevents "black marks," reducing temperature differences to 15-20°C. (7)Double-Layer Cobalt Alloy Heat-Resistant Pads Minimizes "black mark" temperature differences. (8)Air and Gas Preheating Significant energy-saving effects. (9)Double-Layer Sloped Double-Roller Pusher Machine Full hydraulic drive with reliable anti-deviation, stable operation. (10)Integrated Three-Electricity Automation Control System Centralized management, advanced, and reliable.

2025/7/8

Steel Encyclopedia - Fundamentals of Rail Steel: Selection of Continuous Casting Billets for Steel Rails

Selection of Continuous Casting Billets for Steel Rails 1.Selection and Specifications of Continuous Casting Billets for Steel Rails The selection of steel rail billets primarily requires a sufficient compression ratio to ensure the inherent quality of the finished rail, prevent excessively concentrated microscopic defects, improve the rail's fatigue life, and guarantee the safety of railway transportation. Domestic standards stipulate that the ratio of the finished rail cross-sectional area to the billet cross-sectional area should be no less than 1:8 or 1:9. In production, a compression ratio below 1:11 is generally used. If the casting blank quality is good and internal defects are minimal, a smaller compression ratio can be employed to produce high-quality rails. The billet cross-section sizes commonly used in China for rail production are 325 mm × 280 mm, 380 mm × 280 mm, and 320 mm × 410 mm, corresponding to the 38~75 kg/m rail series. Thyssen Steel in Germany uses billet sections of 250 mm × 320 mm, 260 mm × 300 mm, and 265 mm × 380 mm to roll various rail profiles. Hayange in France uses a 325 mm × 225 mm billet to roll 38~75 kg/m rails. Studies indicate that a width-to-height ratio below 1.5 for the rail billet is preferable, as it ensures stable internal quality. 2.Examples of Rail Billets 2.1 Raw Materials for Universal Rail Production Line #1 Rectangular Billet Cross-Section: 280 mm × 325 mm, 280 mm × 380 mm, 320 mm × 410 mm, 240 mm × 240 mm Billet Length: 4.4 m ~ 8.0 m Maximum Billet Weight: 8161 kg 2.2 Raw Materials for Universal Rail Production Line #2 Bloom Cross-Sections: BB1: 555 mm × 440 mm × 105 mm, 969 kg/m BB2: 730 mm × 370 mm × 90 mm, 891 kg/m BB3: 1024 mm × 390 mm × 120 mm, 1461 kg/m BB4: 350 mm × 290 mm × 100 mm, 543 kg/m Rectangular Billet Cross-Section: BL1: 280 mm × 380 mm, 825 kg/m Billet Length: 4.35 m ~ 13.6 m Maximum Billet Weight: 19472 kg 2.3 Raw Materials for Universal Rail Production Line (2+2+2+1 Mill Configuration) Rectangular Billet Cross-Sections: 280 mm × 325 mm, 280 mm × 380 mm, 500 mm × 200 mm

2025/6/20

Steel Encyclopedia - Fundamentals of Rail Steel: Typical Layout of Rail Production Line (Part 3)

The 2+3 Layout of the Rail Production Line The layout of the 2+3 rail production line is illustrated in Figure 1. The rolling line's core equipment comprises two two-high reversible roughing mills and a three-stand compact reversible universal rolling mill (UR-E-UF). This innovative configuration, developed by Germany's SMS company, implements Compact Reversible Universal Rolling (CCS) technology to minimize universal mill stands to the essential number, while significantly optimizing spatial arrangement efficiency and production process coordination. The continuous casting bloom is rolled into rail-shaped blanks through two roughing mills, then conveyed to the universal rolling mill train for three-pass reversible rolling. This process undergoes 4 universal rolling passes and 2 edging passes to form the final rail (see Figure 2). The universal mill unit employs a computer closed-loop control system with hydraulic AGC for dynamic roll gap adjustment. Tension control system (TCS) technology ensures uniform deformation during continuous rolling, significantly enhancing dimensional accuracy and surface quality. The edger features an innovative mobile positioning design with dual grooves integrated into a single stand, functionally equivalent to two separate edgers. This compact configuration dramatically shortens the rolling line length, minimizes temperature drop, and maintains optimal finishing temperature within the process window, creating favorable conditions for subsequent heat treatment.

2025/6/18

Steel Encyclopedia - Typical Layout of Rail Production Line (Part 2)

Typical Layout of Rail Production Line (Part 2) The 2+2+2+1 Layout of the Rail Production Line The layout of the 2+2+2+1 rail production line is shown in Figure 1. This layout configuration is a relatively popular form of the early universal rolling method for rails. Many similar production lines in Japan, Germany, France, and the United States adopt this layout configuration. The Yawata Works in Japan and the Pansteel Rail and Beam Plant in China have also selected this layout configuration. The main rolling line consists of 2 roughing mills, 1 universal roughing edger, 1 universal intermediate edger, and 1 universal finishing mill. As shown in Figure 2, the continuous cast rectangular billets are rolled into rail profiles by BD1 and BD2 roughing mills. The profiles are then sent to the universal roughing mill and edger for 3 passes, followed by the universal intermediate mill and edger for 1 pass, and finally the universal finishing mill for 1 pass to produce finished rail sections. This layout ensures that each universal rolling mill group does not form a continuous rolling process, thus avoiding product dimension fluctuations caused by inter-frame tension. However, this layout has the following disadvantages compared to the newly developed 2+3 layout by SMS: (1)An additional universal mill and edger are added, increasing the equipment weight by approximately 185 tons and the motor drive power by 3,500 kW. (2)The main plant length increases by about 257 meters. (3)The increased distance from heating to the finishing mill raises the likelihood of temperature reduction in the workpiece. (4)Initial investment and production operating costs increase (higher heating temperature, increased energy consumption, additional 2 mills, increased spare parts and consumption for rolls and guiding devices).

2025/6/12

Steel Encyclopedia - Fundamentals of Rail Steel:Typical Layout of Rail Production Line (Part 1)

Part 7: Fundamentals of Rail Steel–Typical Layout of Rail Production Line (Part 1) 1. Profile Rolling Production Line (Cross-Arranged Rolling Line) The traditional cross-arranged layout is shown in Figure 1. Taking a rail and beam mill as an example, the main rolling mill consists of: 1 stand of Ø950mm two-high reversible rolling mill (for roughing), 3 stands arranged in a single line, including:2 stands of Ø800mm three-high intermediate rolling mills driven by a single motor;1 stand of Ø850mm two-high finishing mill powered by an independent DC motor. Swing tables are installed before and after the two 800mm intermediate mills to switch the workpiece between upper and lower rolling lines, enabling shuttle rolling. The finishing line is offline from the hot rolling line. Production flexibility: Intermediate stacking buffers are used to decouple hot and cold processes, allowing independent production scheduling for both stages. (1)Products: Rails: 50 kg/m, 60 kg/m, 75 kg/m (standard lengths: 25 m). I-beams: No. 28–63 (standard lengths: 6–12 m). Channel steels: No. 28–40 (standard lengths: 6–12 m). Round/square bars: 120–350 mm diameter/side length. (2)Production Scale: Annual capacity: 900,000 tons/year. (3) Raw Materials: Rectangular continuous casting (CC) billets:Dimensions: 280×325 mm, 280×380 mm, 380×400 mm.Billet length: 6,000 mm. Profiled billets:Dimensions: 365×316×110 mm, 365×346×140 mm.Billet length: 5,500 mm. (4) Roll Pass Design: The roll pass system for rail rolling is illustrated in Figure 2 (e.g., box passes, trapezoidal passes, cap passes). (5)Rail Rolling Process (60 kg/m Rail Example): Workpiece: Initial billet: 280×380×6,000 mm. Final length: ~78 m. Weight: 4,850 kg. Temperature Control: Rolling start: 1,200–1,250°C. Final rolling temperature: >950°C. Pass Sequence: Blooming Mill (950mm two-high reversible): Box pass I: 2 passes. Box pass II: 2 passes.Trapezoidal pass: 1 pass.Cap passes (two types): 1 pass each.Total: 7 passes. Intermediate Mills (800mm three-high): Mill I: 3 passes. Mill II: 3 passes. Finishing Mill (850mm two-high): 1 pass. Total passes: 14 passes. Cycle Time: ~110 seconds. Hourly Production Capacity: ~150 tons/hour. 2. Limitations of Rail Rolling via Roll Pass Method (1) Poor Dimensional Accuracy of Railhead Tread: The railhead tread forms at the open side of the final pass, relying on free or restricted spread, leading to unstable dimensions. (2) Asymmetric Cross-Section: Asymmetric rolling conditions (top/bottom, left/right) from the first rail pass to the final pass cause shape deviations. (3)  Height and Base Dimension Fluctuations: Rail height depends on localized natural spread (affected by temperature, reduction, roll surface). Rail base is influenced by reductions in the final pass and thickness variations from pre-finishing passes. (4)Inferior Railhead and Base Quality: Low deformation rates in railhead and base regions result in reduced structural integrity. (5)Height Variation and Tread Flatness Issues: Free spread along the rail length creates height inconsistencies, degrading tread flatness. (6)Limited Workpiece Length: Cross-arranged mills with low-speed multi-pass rolling cause significant temperature drop, capping maximum rail length at 78m.

2025/6/11

Steel Encyclopedia - Fundamentals of Rail Steel: Historical Evolution of Steel Rail Rolling Methods

Fundamentals of Rail Steel: Historical Evolution of Steel Rail Rolling Methods (Part 6) 1. Pass Rolling The rolling technology for steel rails evolved through multiple stages. Initially, rails were produced via blooming mills in a single-heat process, directly rolling ingots into finished rails. Later, the U.S. adopted steam-driven three-high reversible mills, typically configured with three stands, significantly improving production efficiency. In early practices, ingots were first bloomed into rectangular billets using cogging mills and then transported via roller tables for final shaping. However, prolonged rolling time led to temperature loss, and mismatched capacities between cogging and finishing mills prompted a shift to a two-stage process: ingots were pre-bloomed into billets and reheated at larger mills before final rolling. Given the complex rail profile, specialized cap-shaped passes (2–4 grooves) were designed on two-high reversible blooming mills to gradually form rail-like sections with high-leg geometries. Roughing utilized closed rail passes, while intermediate and finishing were performed on two-high or three-high mills. Typical mill layouts included three-stand cross-country mills or a "1+3" hybrid configuration (1 blooming mill + 3 three-high mills). Nevertheless, pass rolling faced limitations such as inconsistent head geometry, asymmetric cross-sections, and dimensional tolerances. In 1900, American engineer J.S. Seaman revolutionized the industry with his universal rolling method patent (U.S. Patent 647,821) for rail finishing, catalyzing global adoption of universal mills and ushering in a new era of rail production. 2. Gary Rail Finishing Method From 1901 to 1930, U-Steel's Gary Plant (U.S.) pioneered a vertical-roll-based finishing process. Pre-finishing and final passes using vertical rolls targeted the rail head and base respectively, achieving improved dimensional accuracy in the head and enhanced work hardening effects across both regions. 3. H.Hahn's Universal Rolling Experiment In 1928, H.Hahn enhanced universal rolling by integrating backup rolls with edging functions before and after the universal mill. This configuration provided supplemental compression to the head and base areas that lacked direct reduction in conventional universal stands, achieving more uniform work hardening. 4. Wendel-Sidelor Industrial Universal Rolling Developed by R.Stambach at France's Wendel-Sidelor Hayange Plant (1967), this patented system combined a reversible two-high blooming mill, universal mill, and edger. The process first shaped blooms into rail profiles, then precisely finished them through coordinated universal/edging passes. The intense deformation at the head and base delivered superior dimensional tolerance (e.g., ±0.3mm in height) and mechanical properties, establishing it as the global standard. 5.Technological Advancements and Innovations in Universal Rail Rolling Following Wendel-Sidelor's pioneering universal rail rolling technology, global steelmakers have continuously refined the process for enhanced precision and performance. Nippon Steel introduced an asymmetric vertical roll system – deploying smaller-diameter vertical rolls (φ450mm) for rail head compression and larger rolls (φ650mm) for the base. This innovation addressed profile asymmetry-induced bending, achieving uniform deformation and reducing dimensional tolerance to ±0.2mm. In the 1990s, Germany's SMS Group pioneered the "2+3" tandem rolling process at Hyundai Steel Korea. Two universal mills operate sequentially: the first stand shapes the web and one head side, while the second processes the head's upper/lower surfaces. Alternating deformation eliminates head-web misalignment, achieving ±0.15mm height tolerance. This configuration has become the global benchmark. 6.Key Features of Universal Rail Rolling (1) Asymmetric Vertical Roll Design: The universal mill employs left-right asymmetric vertical rolls – smaller-diameter rolls (e.g., φ500mm) for the rail head (higher reduction) and larger rolls (e.g., φ700mm) for the base (lower reduction). This ensures synchronized roll contact and balanced rolling forces (±5% deviation), preventing rail bending or lateral shifting during entry. (2) Hydraulic AGC System: A hydraulic Automatic Gauge Control (AGC) system is implemented for all four rolls, enabling rapid (≤0.5s) and precise (±0.05mm) roll gap adjustments to maintain consistent profile geometry. (3) Quick-Shifting Edger: The two-high edger features multiple grooves and lateral shifting capability (response time <10s). It controls head/base widths without web deformation, coordinating with universal mill pass schedules. (4) Adjustable Rolling Line Alignment: Rolling line height is dynamically adjusted via entry guides and table elevation (±15mm range), ensuring symmetrical compression by aligning the rail axis with the mill centerline. 7.Advantages of Universal Rail Rolling (1) Enhanced Metallurgical Properties: Vertical rolls refine grain structure (ASTM 8-10), improving tensile strength (≥880MPa) and fatigue crack resistance at the base. (2) Reduced Residual Stresses: Bidirectional compression (horizontal + vertical) minimizes residual stress (<50MPa) compared to pass rolling (>120MPa). (3) Superior Dimensional Accuracy: Achieves ±0.15mm head radius tolerance and ±0.3mm rail height, exceeding EN 13674-1 Class A specifications. (4) Lower Roll Consumption: Simplified roll profiles reduce wear rates to 0.5-1.2kg/t vs. 1.2-7.2kg/t in groove rolling. (5) High Mill Efficiency: AGC-enabled roll gap control increases uptime to 92%, with pass adjustment completed in ≤3 minutes. (6) Uniform Deformation: Balanced elongation (horizontal: 1.15-1.25; vertical: 1.10-1.18) eliminates surface scratches from guides. (7) Higher Reduction Ratios: Per-pass elongation coefficients reach 1.25-1.4, surpassing groove rolling's 1.2-1.23 limits. (8) Improved Surface Quality: Open-pass design prevents scale entrapment, yielding surface roughness Ra≤12.5μm.