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What are Differences Between S500Q and S500QL

Dec 24, 2025 Leave a message

S500Q and S500QL are both quenched and tempered high-strength structural steels complying with the European standard EN 10025 - 6. The letter "L" after S500QL represents enhanced low-temperature impact toughness, which makes the two differ significantly in low-temperature performance, chemical composition control, and application scenarios while sharing similar basic strength indicators.

S500Q vs S500QL

 

 

Chemical Composition

The two steels have basically the same main alloy element content (e.g., C ≤ 0.20%, Si ≤ 0.80%, Mn ≤ 1.70%), but S500QL has stricter restrictions on harmful impurity elements to match its high low-temperature toughness requirements. The specific differences are shown in the table below:

Element S500Q (mass%, max) S500QL (mass%, max) Difference Significance
Phosphorus (P) 0.025 0.020 Phosphorus and sulfur are easy to precipitate at grain boundaries, which will seriously reduce the toughness of steel, especially at low temperatures. The stricter control of S500QL can avoid brittle fracture at ultra-low temperatures.
Sulfur (S) 0.015 0.010  

 

Mechanical Properties

Their tensile strength, yield strength, and elongation are basically consistent under the same thickness specifications (for example, the yield strength is ≥ 500MPa when the thickness is 3 - 50mm, the tensile strength is 590 - 770MPa, and the elongation is ≥ 17%). The core difference lies in the low-temperature impact performance, which determines their adaptability to low-temperature environments:

Performance Index S500Q S500QL
Impact Test Temperature -20°C -40°C
Minimum Impact Energy (Akv) The longitudinal impact energy is not less than 30J, and the transverse impact energy is not less than 27J. Both longitudinal and transverse impact energies are not less than 27J, and some manufacturers' products can even reach more than 30J, which is far higher than the general low-temperature toughness standard.

 

Production and Processing Costs

The production difficulty and cost of S500QL are higher than those of S500Q. On the one hand, in the smelting stage, S500QL requires more refined smelting technology to strictly control the content of phosphorus and sulfur impurities, which increases the smelting time and process cost. On the other hand, in the heat treatment process, S500QL needs to optimize the quenching and tempering parameters to ensure the stability of its structure under ultra-low temperature conditions, and additional low-temperature impact testing procedures are required before delivery, which further increases the production and testing costs. In the market, the price of S500QL is usually 10% - 20% higher than that of S500Q.

 

Application Scenarios

The different low-temperature performance and cost characteristics make the two steels targeted in application:

S500Q is suitable for general low-load and moderate cold environment scenarios that do not involve ultra-low temperatures. For example, it is used to manufacture load-bearing components of urban overpasses, general crane booms, bodies of ordinary engineering dump trucks, and core columns of high-rise buildings. It can balance structural strength and cost, and is a cost-effective choice for conventional heavy-duty structural parts.

S500QL is mainly used in equipment and projects that work in extremely cold areas or low-temperature working conditions. For example, it is applied to hydraulic supports for open-pit mines in alpine regions, offshore operation crane arms (the sea surface temperature is extremely low in winter), mining machinery in frigid zones, and structural parts of low-temperature storage equipment. Its excellent low-temperature impact resistance can avoid brittle fracture of components in ultra-low temperature environments, ensuring operational safety.

 

Welding and Processing Performance

Both have good weldability because their carbon equivalent is controlled at ≤ 0.47. However, there are slight differences in processing precautions:

For S500Q, when welding plates thicker than 50mm, preheating to 80 - 100°C is sufficient.

S500QL has higher requirements for welding process stability. It is recommended to use low-hydrogen welding materials during welding, and the preheating temperature can be appropriately increased to 100 - 120°C for thick plates. After welding, stress relief heat treatment is better to avoid residual stress affecting its low-temperature toughness.

 

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For bridge construction in cold regions, should we prioritize S500Q or S500QL?

S500QL should be the first choice. Winter temperatures in cold regions often drop below -20°C, and even to -40°C in some high-latitude areas. S500Q only meets the low-temperature impact requirements at -20°C and is prone to brittle fracture in such extreme environments. In contrast, S500QL is optimized for impact toughness at -40°C, with both longitudinal and transverse impact energy meeting operational needs. It can prevent safety hazards caused by brittle fracture of bridge structures under stress at low temperatures.

 

During procurement, we find that S500QL is much more expensive than S500Q. Are there scenarios where S500Q can replace S500QL to reduce costs?

Yes, there are many applicable scenarios. S500Q can be used as a substitute when the application environment is at room temperature or mild low temperatures (above -20°C) without exposure to ultra-low temperature conditions. Examples include load-bearing steel beams of ordinary factory buildings in tropical/subtropical regions, medium and small crane booms in inland plains, and load-bearing structures of warehouse shelves in urban areas with normal temperatures. In these scenarios, S500Q's strength and toughness are fully sufficient, ensuring structural safety while significantly cutting procurement costs.

 

Do we need to use different welding materials when welding S500Q and S500QL?

Special differentiation is generally not required, but the principle of matching strength levels must be followed-both grades can use low-hydrogen welding materials. However, S500QL has stricter requirements for hydrogen content control during welding. Since it is used in low-temperature scenarios, excessive residual hydrogen in weld seams can easily cause cold cracking and impair low-temperature toughness. For S500Q welding, adhering to standard low-hydrogen welding specifications is enough to prevent cracking issues, without the need for additional hydrogen control processes.

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