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

Pré-aquecimento M270M HPS345W — H8, Mid HI, ≤ 20 mm: 100°F

Requisito de pré-aquecimento de fratura crítica para M270M HPS345W / M270 HPS50W 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 HPS345W / M270 HPS50W

AASHTO M270M HPS345W (M270 HPS50W) is a high-performance weathering bridge steel with enhanced weldability through controlled chemistry — 0.11% max carbon, 0.006% max sulfur with calcium treatment for inclusion shape control. Developed under FHWA-funded research to eliminate the lamellar tearing and inconsistent toughness problems of earlier weathering steel bridge designs. The lower carbon equivalent compared to conventional Gr.345W reduces cracking sensitivity at flange splices. NFC preheat per Table 6.3 Group 1; FC per Tables 12.6/12.7.

Entendendo o Pré-aquecimento FC para M270M HPS345W / M270 HPS50W

High-performance weathering 345 MPa steel with enhanced weldability. 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 HPS345W / M270 HPS50W é Usado

Preferred over conventional Gr.345W for new unpainted bridge construction. The HPS designation indicates FHWA-developed chemistry with 0.11% max carbon and controlled sulfur for enhanced weldability and lamellar tearing resistance. Flange splice CJP welds benefit from the lower carbon equivalent, reducing reject rates during cold-weather bridge fabrication. Material cost premium over standard Gr.345W is typically 15–25% per ton but eliminates weldability-related rework.

Controle de Hidrogênio H8 para M270M HPS345W / M270 HPS50W

HPS345W (HPS50W) with H8 is common practice where the HPS weldability advantage partially compensates for the higher hydrogen level. The controlled chemistry means HPS345W at H8 often has lower total cracking susceptibility than conventional 345W at H4 — illustrating how base metal chemistry and hydrogen control interact.

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 HPS345W / M270 HPS50W em ≤ 20 mm (3/4 in)

HPS345W (HPS50W) at thin thickness is specified for stiffener attachments and connection details where the improved weldability and lamellar tearing resistance justify the 15–25% material cost premium over conventional 345W. The 0.11% max carbon provides significantly lower carbon equivalent than conventional weathering steel, reducing preheat sensitivity and reject rates during production welding.

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 Gr.345W / M270 Gr.50WB100°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 HPS345W / M270 HPS50W com H8 em ≤ 20 mm (3/4 in)?
Para fratura crítica M270M HPS345W / M270 HPS50W 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 HPS345W / M270 HPS50W?
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 HPS345W / M270 HPS50W?
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.