ASTM A514 Grade Q
High-yield-strength quenched-and-tempered alloy structural steel plate · ASTM A514/A514M-22 · ASTM A6/A6M, current edition as invoked by A514/A514M · ASTM A370
ASTM A514 Grade Q is the nickel-chromium-molybdenum-vanadium chemistry variant of A514 quenched-and-tempered structural plate. It is notable for retaining the A514 strength class through the specification's full 6 in. [150 mm] thickness range: 100 ksi [690 MPa] minimum yield strength through 2.5 in. [65 mm], falling to 90 ksi [620 MPa] above that thickness. Grade Q is weldable with suitably controlled procedures, but neither notch toughness nor generic low-temperature suitability is guaranteed unless the required impact testing is explicitly ordered.
- 6 in. [150 mm]Maximum specified thickness · Grade-specific maximum in ASTM A514/A514M; actual mill availability may be narrower.
- 100 ksi [690 MPa] through 2.5 in. [65 mm]; 90 ksi [620 MPa] aboveMinimum yield strength · Inch-pound and SI specification routes are independent and must not be mixed.
- Ni-Cr-Mo-V quenched-and-tempered steelAlloy concept · Grade Q is distinguished from other A514 grades primarily by its heat-analysis chemistry.
- Quenched and temperedMandatory delivery condition · Normal production requires austenitizing at not less than 1650 °F [900 °C], liquid quenching, and tempering at not less than 1150 °F [620 °C].
- Not mandatory in the base gradeImpact toughness · Charpy V-notch requirements must be specified through the applicable supplementary requirement, including temperature, energy, orientation and test location.
- Heat input and subsequent heating require controlFabrication sensitivity · Excessive welding heat, hot forming, flame straightening or postweld heat treatment can modify the quenched-and-tempered properties.
Overview
- Designation system
- ASTM grade within ASTM A514/A514M
- Product forms
- Structural-quality steel plate, Floor plate, subject to the applicable ASTM A6/A6M provisions and mechanical-test exceptions
- Condition
- Quenched and tempered, By special order, supplied stress relieved without final quenching and tempering for subsequent purchaser heat treatment
- Density
- 7850 kg/m³ (Representative engineering value for alloy steel; density is not a grade requirement in ASTM A514/A514M.)
What the designation means
A514/A514M is a plate specification based on high strength obtained by quenching and tempering. The letter Q does not denote a separate strength class or quality level; it identifies one of the permitted alloy chemistries. The tensile requirements are common to the A514 specification, while the chemistry and maximum available thickness differ among letter grades. Grade Q uses substantial nickel, chromium and molybdenum additions, together with vanadium, to provide the hardenability needed for plate through 6 in. [150 mm].
The specification applies to structural-quality plate intended primarily for welded and non-welded structures. It does not define bar, structural shape, tube, pipe, forging or casting products, and it is not a pressure-vessel plate specification. General requirements for dimensions, tolerances, testing, marking, certification and supplementary options are supplied by ASTM A6/A6M unless A514/A514M states otherwise.
ASTM treats inch-pound and SI values as separate standard systems. An order should use one system consistently rather than converting and combining limits from both systems.
Grade Q chemistry and metallurgical basis
| Element | Required composition, mass % |
|---|---|
| Carbon | 0.14–0.21 |
| Manganese | 0.95–1.30 |
| Phosphorus | 0.030 max |
| Sulfur | 0.030 max |
| Silicon | 0.15–0.35 |
| Nickel | 1.20–1.50 |
| Chromium | 1.00–1.50 |
| Molybdenum | 0.40–0.60 |
| Vanadium | 0.03–0.08 |
| Titanium | No specified requirement |
| Zirconium | No specified requirement |
| Copper | No specified requirement |
| Boron | No specified requirement |
| Niobium/columbium | No specified requirement |
These are heat-analysis limits. Product analysis is required for specification conformance only when ordered under the applicable ASTM A6/A6M supplementary requirement, with its permitted product-analysis tolerances.
The steel must be killed and meet the fine-austenitic-grain-size provisions of ASTM A6/A6M. Nickel supports toughness and through-thickness response; chromium and molybdenum increase hardenability and tempering resistance; vanadium contributes precipitation strengthening and grain-control effects. The resulting strength is therefore inseparable from the specified quench-and-temper cycle.
A514/A514M does not impose a maximum carbon-equivalent value for Grade Q. Weld-procedure decisions should therefore use the actual certified heat analysis, not only the broad specification limits. Combining every maximum alloy limit into a theoretical carbon equivalent is excessively conservative and does not represent a normal production heat.
Heat treatment and preservation of properties
| Stage | ASTM requirement or consequence |
|---|---|
| Austenitizing | Heat to not less than 1650 °F [900 °C]. |
| Quenching | Quench in water or oil. |
| Tempering | Temper at not less than 1150 °F [620 °C]. |
| Reporting | The heat-treatment temperatures are reported on the test report. |
| Special untreated order | If ordered without the specified treatment, the manufacturer stress relieves the plate and the purchaser becomes responsible for subsequent heat treatment to meet A514/A514M. |
| Retreatment | The manufacturer may re-heat-treat nonconforming plate, after which all required mechanical tests are repeated. |
Heating rates, hold times and exact quench and temper temperatures are producer-controlled parameters needed to achieve the specified properties.
The delivered microstructure is normally tempered martensitic or martensitic-bainitic, with the exact balance depending on section size and mill processing. Thick plate has a less severe effective quench at its center than thin plate, which is why the minimum yield and tensile strengths decrease above 2.5 in. [65 mm].
Any fabrication operation involving substantial reheating can change the qualified condition. Hot forming, high-temperature flame straightening, prolonged stress relief or postweld heat treatment should not be assumed acceptable merely because the steel was originally tempered at 1150 °F [620 °C] or above. The actual temperature-time cycle and required final properties must be evaluated. A514/A514M permits purchase-order testing of specimens subjected to additional thermal cycles intended to simulate later fabrication treatment.
Mechanical requirements and test interpretation
| Thickness range | Tensile strength | Minimum yield strength | Base elongation in 2 in. [50 mm] | Transverse elongation allowance | Reduction of area | Brinell hardness |
|---|---|---|---|---|---|---|
| To 3/4 in. incl.; SI route to 20 mm incl. | 110–130 ksi [760–895 MPa] | 100 ksi [690 MPa] | 18% | 16% after permitted two-point reduction | 40% on 1.5 in. [40 mm] wide specimen; 35% transverse | 235–293 HBW |
| Over 3/4 to 2.5 in. incl.; SI route over 20 to 65 mm incl. | 110–130 ksi [760–895 MPa] | 100 ksi [690 MPa] | 18% | 16% after permitted two-point reduction | 40% wide rectangular or 50% on 0.5 in. [12.5 mm] round specimen; transverse minima 35% or 45% | No table requirement |
| Over 2.5 to 6 in. incl.; SI route over 65 to 150 mm incl. | 100–130 ksi [690–895 MPa] | 90 ksi [620 MPa] | 16% | 14% after permitted two-point reduction | 50% on 0.5 in. [12.5 mm] round specimen; 45% transverse | No table requirement |
Yield is determined at 0.2% offset or 0.5% extension under load in accordance with ASTM A370. ASTM A514/A514M permits reductions of two percentage points in elongation and five percentage points in reduction of area for transverse specimens. Applicable ASTM A6/A6M elongation adjustments must also be considered.
Except for the thin-plate alternative described below, one tension test is taken from a corner of each plate as heat treated. Specimens should be removed from the plate in its heat-treated condition where possible. Separately heat-treated test pieces must be full thickness, sufficiently large to avoid edge effects, and treated similarly and simultaneously with the plate.
For plate 3/8 in. [10 mm] and under, the producer may use Brinell hardness testing on each plate instead of tension testing every plate. Two plates per lot are then tension tested; the lot is limited to material from the same heat, thickness, prior condition and scheduled heat treatment and to 15 tons [15 Mg]. The 235–293 HBW range should not be interpreted as an abrasion-resistant-steel hardness class or as a general hardness guarantee for every thicker plate.
The stated properties are specification acceptance requirements at the prescribed test conditions. They do not establish fatigue strength, fracture toughness, through-thickness properties, elevated-temperature strength, corrosion allowance or design stress.
Toughness and service qualification
Although Grade Q is generally selected where strength and useful toughness are required in heavy plate, the base A514/A514M order does not include a mandatory Charpy V-notch energy or test temperature. Descriptions such as “tough” or “suitable for cold service” are therefore not procurement requirements. For low-temperature service, dynamically loaded structures, fracture-critical components or thick welded details, the purchaser must define the required Charpy testing through the applicable ASTM A6/A6M supplementary requirement or the governing construction specification.
| Item | Why it matters |
|---|---|
| Test temperature | Controls the point on the ductile-to-brittle transition curve at which acceptance is assessed. |
| Minimum energy and averaging rules | Defines individual and average acceptance values. |
| Specimen orientation | Longitudinal and transverse results are not interchangeable. |
| Specimen size | Full-size and subsize specimens require different acceptance treatment. |
| Sampling location | Surface, quarter-thickness and mid-thickness response can differ, especially in heavy plate. |
| Heat-treatment condition | Testing must represent the delivered plate and any relevant subsequent thermal cycle. |
| Frequency and plate traceability | Determines whether results represent each plate, heat-treatment lot or another defined unit. |
Grade Q is not inherently a weathering steel, stainless steel or abrasion-resistant plate. Corrosion protection and wear life must be addressed separately for the intended environment.
Welding, cutting and forming
A514 Grade Q is intended to be weldable, but this means that a suitable procedure must be selected and qualified for the joint and service—not that ordinary mild-steel practice is adequate. The relatively high hardenability raises the risk of hydrogen-assisted cracking in the heat-affected zone, while excessive heat input or interpass temperature can overtemper and soften material adjacent to the weld. Procedure control should address actual heat chemistry, plate thickness, restraint, joint configuration, consumable strength and hydrogen classification, preheat, interpass temperature, heat input, ambient conditions and applicable construction code.
| Operation | Engineering concern |
|---|---|
| Welding | Use a qualified WPS and low-hydrogen practice. Select consumable strength from the design and code requirements rather than assuming that every joint requires full plate-strength matching. |
| Thermal cutting | Control starting temperature and cut quality, particularly in thick or highly restrained parts. Remove unacceptable hardened, cracked or gouged cut-edge material before welding. |
| Cold forming | Expect higher forming force and springback than for conventional structural carbon steel. Bend radius and direction should follow mill guidance and qualification for the actual thickness. |
| Hot forming or flame straightening | Potentially changes the quenched-and-tempered microstructure. Establish an approved temperature-time procedure and verify resulting properties. |
| Postweld heat treatment | Not a routine default for A514. Assess tempering effects on base metal, HAZ and weld metal and perform representative testing where required. |
| Machining | Machinable with rigid equipment and suitable tooling, but cutting forces and tool wear are greater than for mild structural steel. |
| Repair welding | Treat as a controlled welding operation with documented defect removal, inspection and an approved repair procedure. |
Exact preheat, interpass and heat-input limits are procedure-specific and should come from the applicable welding code, qualified WPS and plate producer guidance.
Do not qualify a welding procedure using only the designation “A514.” The A514 letter grades have different chemistries and maximum thicknesses. The WPS supporting data and material certificates should adequately represent Grade Q and the production thickness range.
Specifying and accepting Grade Q plate
| Specify or verify | Technical significance |
|---|---|
| ASTM A514/A514M edition and Grade Q | Prevents supply of another A514 chemistry or application of an unintended historical edition. |
| One unit system | ASTM prohibits mixing inch-pound and SI requirements. |
| Dimensions, tolerances, flatness and edge condition | These are principally governed through ASTM A6/A6M and agreed processing requirements. |
| Quenched-and-tempered delivery condition | Confirm heat-treatment temperatures are reported and plate identification remains traceable. |
| Actual heat and product analyses | Heat analysis is standard; product analysis must be explicitly ordered when required. |
| Tension-test results and specimen orientation | Confirm the correct thickness band, yield method, specimen form and permitted transverse adjustments. |
| Charpy V-notch requirements | State temperature, energy, orientation, specimen size, location and frequency when toughness is required. |
| Ultrasonic examination | Order the applicable supplementary examination level where internal soundness is critical. |
| Through-thickness properties | Do not infer Z-direction ductility from ordinary tensile results; order appropriate testing if lamellar-tearing resistance is required. |
| Simulated fabrication heat treatment | Order representative thermal-cycle testing if hot forming, stress relief or another subsequent treatment is planned. |
| Applicable fabrication and design code | A material certificate to A514 Grade Q does not by itself demonstrate compliance with bridge, crane, building, pressure or fracture-critical project rules. |
| Mill and plate traceability | Maintain heat, plate and heat-treatment identity through cutting and fabrication. |
Maximum specification thickness is not the same as commercial availability. Before completing a design around very heavy Grade Q plate, confirm available thickness, width, length, flatness capability, testing options, minimum order quantity and delivery schedule with a qualified producer.
Substitution boundaries
A substitution based only on nominal 690 MPa or 100 ksi yield strength is inadequate. Approval should compare the governing product standard, maximum thickness, actual chemistry and carbon equivalent, quench-and-temper requirements, tensile range, toughness, test orientation and location, dimensional tolerances, ultrasonic quality, welding qualification and project-code acceptance. These issues are especially important when replacing Grade Q with another A514 letter grade or with an EN, CSA or proprietary 690 MPa plate.
“T-1” is widely used informally for high-strength quenched-and-tempered plate, but it originated as a proprietary trade designation and is not a reliable synonym for certified ASTM A514 Grade Q. Require the complete specification and grade on purchase documents and material certificates.
Sources
- ASTM A514/A514M-22 — Standard Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for WeldingASTM International
- ASTM A6/A6M-26a — Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet PilingASTM International
- ASTM A370-26 — Standard Test Methods and Definitions for Mechanical Testing of Steel ProductsASTM International
- ASTM A514/A514M-22 standard comparison reproductionGnee Steel
- ASTM A514 Grade QSSAB
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