Physical Simulation of Weldability of Weldox 1300 Steel

Author:

Węglowski Marek Stanislaw1,Zeman Marian1,Lomozik Miroslaw2

Affiliation:

1. Instytut Spawalnictwa (Institute of Welding)

2. Institute of Welding

Abstract

In the present study, the investigation of weldability of new ultra-high strength - Weldox 1300 steel has been presented. The thermal simulated samples were used to investigate the effect of welding cooling time t8/5 on the microstructure and mechanical properties of the heat affected zone (HAZ). In the frame of these investigation the microstructure was studied by the light (LM) and transmission electron microscopies (TEM). It has been shown that the microstructure of the Weldox 1300 steel is composed of tempered martensite, and inside the laths the minor precipitations mainly V(CN) and molybdenum carbide Mo2C were observed. Mechanical properties of parent material were analysed by the tensile, impact and hardness tests. In details the influence of cooling time in the range of 2,5 - 300 s. on hardness, impact toughness and microstructure of simulated HAZ was studied by using welding thermal simulation test. The results show that the impact toughness and hardness decrease with the increase of t8/5 under the condition of a single thermal cycle in simulated HAZ. The continuous cooling transformation diagrams (CCT-W for welding conditions) of Weldox 1300 steel for welding purposes was also elaborated. The steel Weldox 1300 for cooling time in the range of 2,5 - 4 s showed martensite microstructure, for time from 4 s to 60 s mixture of martensite and bainite, and for longer cooling time mixture of ferrite, bainite and martensite. The results indicated that the weldability of Weldox 1300 steel is limited and to avoid the cold cracking the preheating procedure or medium net linear heat input should be used.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference6 articles.

1. M. St. Węglowski: Welding Institute Bulletin Vol. 56 (2012), p.32.

2. R. Willms Nordic Steel Construction Conference – NSCC, Malmö, Sweden (2009), p.597.

3. Standard EN 10025-6+A1: 2009. Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition.

4. J. Brozda and M. Zeman: Welding Institute Bulletin Vol. 40 (1996), p.11.

5. M. Łomozik: Kovove Mater. Vol. 50 (2012), p.97.

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