AASHTO/AWS D1.5:2025 · Tabel 12.6/12.7 · Fraktur Kritis · H8

Preheat M270M HPS345W — H8, Low HI, ≤ 20 mm: 125°F

Persyaratan preheat fraktur kritis untuk M270M HPS345W / M270 HPS50W pada ketebalan ≤ 20 mm (3/4 in) dengan penunjukan hidrogen H8, sesuai AASHTO/AWS D1.5:2025, Kode Pengelasan Jembatan.

Berdasarkan AWS D1.5:2025 — setiap nilai dilacak ke pasal.

Preheat dan Interpass Minimum Fraktur Kritis
125°F / 50°C
Hidrogen H8 · masukan panas 1.2–2.0 kJ/mm · ketebalan ≤ 20 mm (3/4 in)
AASHTO/AWS D1.5M/D1.5:2025 Tabel 12.6/12.7
Penunjukan H8: bahan habis pakai mengendapkan ≤ 8 mL/100g hidrogen difusibel sesuai AWS A4.3. Hidrogen lebih rendah = preheat lebih rendah.
Alat referensi. Verifikasi terhadap edisi yang berlaku dan WPS yang disetujui Insinyur.

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.

Memahami Preheat FC untuk 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 125°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.

Di Mana M270M HPS345W / M270 HPS50W Digunakan

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.

Kontrol Hidrogen H8 untuk 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.

Mengapa Preheat Penting pada ≤ 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 pada ≤ 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.

Baja Jembatan Lain pada H8 1.2–2.0 kJ/mm · ≤ 20 mm (3/4 in)

BajaTabelPreheat
M270M Gr.250 / M270 Gr.36A125°F (50°C)
M270M Gr.345 / M270 Gr.50A125°F (50°C)
M270M Gr.345S / M270 Gr.50SA125°F (50°C)
M270M Gr.345W / M270 Gr.50WB125°F (50°C)

Coba Kombinasi Berbeda

Gunakan Kalkulator Preheat Jembatan D1.5 untuk mencari baja AASHTO M270, tingkat hidrogen, dan kombinasi masukan panas. Lihat juga Kalkulator Preheat D1.1 untuk baja struktural.

Berapa preheat FC untuk M270M HPS345W / M270 HPS50W dengan H8 pada ≤ 20 mm (3/4 in)?
Untuk fraktur kritis M270M HPS345W / M270 HPS50W dilas dengan bahan habis pakai bertanda H8 pada ketebalan ≤ 20 mm (3/4 in) dan masukan panas 1.2–2.0 kJ/mm, preheat minimum adalah 125°F (50°C) sesuai D1.5 Tabel 12.6/12.7.
Apa perbedaan antara preheat FC dan NFC untuk M270M HPS345W / M270 HPS50W?
Preheat non-fraktur kritis (Tabel 6.3) adalah pencarian sederhana berdasarkan ketebalan. Preheat fraktur kritis (Tabel 12.4–12.8) menambahkan tingkat hidrogen dan masukan panas sebagai variabel, biasanya memerlukan preheat lebih tinggi.
Bagaimana masukan panas mempengaruhi preheat FC M270M HPS345W / M270 HPS50W?
Masukan panas lebih tinggi berarti laju pendinginan lebih lambat, memberikan hidrogen lebih banyak waktu untuk berdifusi keluar dari zona las. Pada 1.2–2.0 kJ/mm, preheat 125°F menyeimbangkan tingkat hidrogen dan laju pendinginan.
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.

Data referensi D1.5:2025. Tidak berafiliasi dengan AWS atau AASHTO.