High Tensile Grade 14.9 – DatasheetHigh Tensile Grade 14.9 – DatasheetHigh Tensile Grade 14.9 – DatasheetHigh Tensile Grade 14.9 – Datasheet

PROPERTY CLASS 14.9 ULTRA-HIGH-STRENGTH FASTENERS — TECHNICAL DATASHEET AND ENGINEERING GUIDE

Property Class 14.9 represents the developmental peak of high-strength structural fasteners, engineered for extreme mechanical configurations where standard fasteners fail. Governed by standards such as JIS B 1051-1976, GOST 1759.4-87, and proprietary manufacturer specifications, this ultra-high-strength classification exceeds the limits of standard ISO 898-1 specifications.

The "14.9" designation indicates a nominal ultimate tensile strength of 1400 MPa and a yield ratio of 0.9, equating to a nominal yield threshold of 1260 MPa. Achieving these limits requires micro-alloyed steel formulations designed to limit grain boundary impurities and facilitate precipitation hardening via ultra-fine alloy carbides.

■ Chemical Composition and Core Material Designations

Traditional carbon and low-alloy steels are susceptible to sudden brittle failure above 1200 MPa. Class 14.9 utilizes micro-alloyed formulations with precise additions of Vanadium (V), Titanium (Ti), and Molybdenum (Mo) to ensure deep hardenability and microstructural stability.

Element KNDS4 (Kobelco) 40CrMoV Bainitic Wire Rod
Carbon (C)0.39 – 0.40%0.36 – 0.44%0.38 – 0.45%
Chromium (Cr)0.95 – 1.07%0.90 – 1.10%0.85 – 1.35%
Molybdenum (Mo)0.95 – 1.09%0.57 – 0.80%0.45 – 0.65%
Vanadium (V)0.085%0.15 – 0.28%0.20 – 0.50%
Titanium (Ti)0.042%——
Manganese (Mn)0.45 – 0.50%0.25 – 0.51%0.30 – 0.60%
Phosphorus (P) max≤ 0.015%≤ 0.015%≤ 0.015%
Sulfur (S) max≤ 0.015%≤ 0.008 – 0.012%≤ 0.015%
Metallurgical Note: The strict restriction of Phosphorus and Sulfur minimizes segregation along prior austenite grain boundaries, critically reducing the susceptibility to delayed fracture common in ultra-high-strength applications.

■ Proprietary Datasheet Download

📄

Property Class 14.9 — Complete Technical Yield & Tolerance Datasheet

Contains empirical data for stress simulations, high-temperature reduction factors, and advanced clamp load charts. Corporate/engineering credentials required.

⬇ DOWNLOAD DATASHEET

■ Mechanical Properties and Physical Limits

Class 14.9 fasteners are engineered to combine extreme load-bearing capacity with physical toughness, maintaining elongation percentages similar to conventional Class 10.9 fasteners.

Mechanical Property Property Class 14.9 Limit
Minimum Tensile Strength (Rm, min)1373 – 1400 MPa
Minimum Yield Strength (ReL / Rp0.2)1236 – 1280 MPa
Guaranteed Proof Stress (Sp)1120 MPa
Elongation after Fracture (A5, min)7 – 9%
Reduction of Area (Z, min)30 – 40%
Core Hardness Range (HRC)40 – 50 HRC
Minimum Vickers Hardness (HV)395 – 485 HV
Minimum Impact Energy (KV)15 – 20 Joules

■ Elevated Temperature Performance

Unlike standard carbon steels which soften above 150°C, Class 14.9 micro-alloyed steels exhibit superior thermal stability, retaining high strength up to 400°C due to precipitation strengthening.

Temperature (°C) Yield Strength (MPa) Tensile Strength (MPa) Yield Reduction Factor
20°C (Ambient)1348.81497.91.000
200°C1363.31514.81.011
400°C1130.61256.20.838
500°C1007.41118.90.747
600°C672.2746.80.498

■ Preload and Tightening Torque (Coarse Threads)

Due to the extreme forces, verifying preload is critical. The torque-to-tension relationship is highly dependent on thread friction. Tightening a dry joint to lubricated torque specifications will result in severe under-tensioning.

Thread Size Oil Lube (μ=0.15) Torque (Nm) Oil Lube (μ=0.15) Clamp (kN) Dry (μ=0.18-0.20) Torque (Nm) Dry (μ=0.18-0.20) Clamp (kN)
M1062.028.056.023.0
M12107.040.097.033.0
M16260.075.0237.062.0
M20510.0118.0464.097.0
M24878.0169.0800.0140.0
M301750.0269.01596.0222.0

■ Engineering Considerations and Embrittlement Risk

  • Hydrogen Embrittlement (HE) Susceptibility: Due to extreme core hardness (40–50 HRC), Class 14.9 is highly susceptible to HE. Electroplating (e.g., standard zinc plating) is strictly prohibited.
  • Corrosion Protection: To prevent hydrogen infiltration from acid pickling and electroplating, non-electrolytic Zinc Flake Coatings (e.g., Geomet, Delta Protect) should be specified. These provide high barrier protection without cathodic charging risks.
  • Preload Verification: Given the low ductility margin of ultra-high-strength steel, ultrasonic transit-time measurement is highly recommended over standard torque wrenches for critical joints, improving assembly accuracy to ±3%.
  • Post-Fire Replacement: Exposing Class 14.9 bolts to temperatures above 750°C causes phase transition and severe structural softening. Pre-exposure up to 800°C induces auto-quenching upon cooling, forming a hard, highly brittle matrix. Fasteners exposed to >700°C must be replaced.
  • Thread Geometry: For dynamic and high-fatigue joints, Metric MJ threads (ISO 5855-1) are strongly recommended due to their enlarged root radius, mitigating local stress concentration factors.

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