AASHTO/AWS D1.5:2025 · Tabela 12.6/12.7 · Fratura Crítica · H8

Pré-aquecimento M270M Gr.345W — H8, Mid HI, ≤ 20 mm: 100°F

Requisito de pré-aquecimento de fratura crítica para M270M Gr.345W / M270 Gr.50W em espessura ≤ 20 mm (3/4 in) com designação de hidrogênio H8, conforme AASHTO/AWS D1.5:2025.

Baseado na AWS D1.5:2025 — cada valor rastreado à cláusula.

Pré-aquecimento e Interpasse Mínimo de Fratura Crítica
100°F / 40°C
Hidrogênio H8 · aporte de calor 2.0–2.8 kJ/mm · espessura ≤ 20 mm (3/4 in)
AASHTO/AWS D1.5M/D1.5:2025 Tabela 12.6/12.7
Designação H8: o consumível deposita ≤ 8 mL/100g de hidrogênio difusível conforme AWS A4.3. Menor hidrogênio = menor pré-aquecimento.
Ferramenta de referência. Verificar contra a edição aplicável ao projeto e EPS aprovada pelo Engenheiro.

M270M Gr.345W / M270 Gr.50W

AASHTO M270M Gr.345W (M270 Gr.50W) is a weathering bridge steel with 345 MPa (50 ksi) yield that forms a protective oxide patina for unpainted bridge service. The copper-chromium-nickel alloying provides atmospheric corrosion resistance, eliminating lifetime repainting costs estimated at $15–25 per square foot per cycle. Weld filler must match the weathering composition (E8018-W2 or equivalent) for exposed joints. NFC preheat per Table 6.3 Group 1; FC per Tables 12.6/12.7 which carry higher preheat than the non-weathering grades.

Entendendo o Pré-aquecimento FC para M270M Gr.345W / M270 Gr.50W

Weathering 345 MPa (50 ksi) bridge steel for unpainted service. Under D1.5 fracture-critical requirements (Clause 12), the combination of H8 hydrogen designation and this heat input band requires 100°F minimum preheat at ≤ 20 mm (3/4 in). Lower hydrogen levels (H4 < H8 < H16) allow lower preheat because less hydrogen enters the weld deposit. Similarly, higher heat input reduces preheat requirements because slower cooling rates give hydrogen more time to diffuse out.

Onde M270M Gr.345W / M270 Gr.50W é Usado

Deployed in unpainted bridge plate girders across humid, coastal, and high-maintenance-cost environments. The weathering patina eliminates lifetime repainting cycles estimated at $15–25/sq ft per cycle. Weld filler must match the weathering composition (E8018-W2 or ER80S-G-W) for exposed joints to ensure the weld face develops the same protective oxide as the base metal. Conventional Gr.345W is being replaced by HPS345W in new designs due to superior weldability.

Controle de Hidrogênio H8 para M270M Gr.345W / M270 Gr.50W

Weathering Gr.345W (50W) with H8 represents the standard practice for most unpainted bridge fabrication. Gas-shielded FCAW wires commonly achieve H8 designation, making this the natural hydrogen level for high-productivity shop welding on weathering grade plate girders.

Por que o Pré-aquecimento Importa em ≤ 20 mm (3/4 in)

Material up to 20 mm (3/4 in) covers most cross-frame angles, stiffener clips, lateral bracing members, and light bridge plate. At this thickness, hydrogen diffusion is efficient and preheat requirements are the lowest in Table 6.3 — 10°C (50°F) for both groups. In FC service, this thickness tier also carries the lowest preheat in Tables 12.4–12.7, starting at 40°C (100°F) for H4 consumables.

M270M Gr.345W / M270 Gr.50W em ≤ 20 mm (3/4 in)

Gr.345W (50W) weathering steel at thin plate thickness appears in unpainted bridge bearing stiffeners and web attachment plates exposed to the atmosphere. Filler metal must match the weathering composition — E8018-W2 for SMAW or ER80S-G-W for GMAW. The patina development on thin plate is rapid (6–18 months) but requires proper drainage detailing to prevent pack rust between closely spaced plates.

Outros Aços de Ponte em H8 2.0–2.8 kJ/mm · ≤ 20 mm (3/4 in)

AçoTabelaPré-aquecimento
M270M Gr.250 / M270 Gr.36A100°F (40°C)
M270M Gr.345 / M270 Gr.50A100°F (40°C)
M270M Gr.345S / M270 Gr.50SA100°F (40°C)
M270M HPS345W / M270 HPS50WB100°F (40°C)

Experimente Diferentes Combinações

Use a Calculadora de Pré-aquecimento D1.5 para Pontes para consultar qualquer aço AASHTO M270, nível de hidrogênio e combinação de aporte de calor. Veja também a Calculadora de Pré-aquecimento D1.1 para aço estrutural.

Qual é o pré-aquecimento FC para M270M Gr.345W / M270 Gr.50W com H8 em ≤ 20 mm (3/4 in)?
Para fratura crítica M270M Gr.345W / M270 Gr.50W soldado com consumíveis designados H8 em espessura ≤ 20 mm (3/4 in) e aporte de calor 2.0–2.8 kJ/mm, o pré-aquecimento mínimo é 100°F (40°C) conforme D1.5 Tabela 12.6/12.7.
Qual é a diferença entre pré-aquecimento FC e NFC para M270M Gr.345W / M270 Gr.50W?
O pré-aquecimento não fratura crítica (Tabela 6.3) é uma consulta simples baseada em espessura. O de fratura crítica (Tabelas 12.4–12.8) adiciona nível de hidrogênio e aporte de calor como variáveis.
Como o aporte de calor afeta o pré-aquecimento FC de M270M Gr.345W / M270 Gr.50W?
Maior aporte de calor significa taxas de resfriamento mais lentas, dando mais tempo ao hidrogênio para se difundir para fora da zona de solda. Em 2.0–2.8 kJ/mm, o pré-aquecimento de 100°F equilibra o nível de hidrogênio e a taxa de resfriamento.
Is preheat needed for bridge steel under 20 mm?
Yes — D1.5 Table 6.3 requires a minimum of 10°C (50°F) even for the thinnest material in both groups. This is higher than D1.1’s Category B minimum of 0°C (32°F) at the same thickness, reflecting the more conservative approach for bridge structures where fracture consequences are severe.

Dados de referência D1.5:2025. Sem afiliação com AWS ou AASHTO.