4.6 Article

Underwater wet welding of S1300 ultra-high strength steel

Journal

MARINE STRUCTURES
Volume 81, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.marstruc.2021.103120

Keywords

Ultra-high strength steel; Underwater welding; Temper bead welding; Weldability; Water environment; Microstructural changes

Ask authors/readers for more resources

The study examined the possibility of underwater wet welding with different thicknesses of S1300 ultra-high strength steel using visual, metallographic, macro- and microscopic tests, as well as Vickers HV10 measurements. Quantitative verification of the effectiveness of the TBW technique was conducted, demonstrating positive microstructural changes and a reduction in crack formation in welded joints. Additionally, the proposed technique was found to decrease the hardness of S1300 steel joints, regardless of base material thickness.
An expected tendency in marine and offshore structures is an increasing share of steels with high mechanical properties. The necessity to perform the welding work under water leads to a decreasing of the weldability of the steel. It results from the increased susceptibility to form cold cracks, especially in welded structures made of high-strength steel. A potential method, which may improve the problem of limited weldability of steel under water is the use of temper bead welding (TBW) technique. In this paper, the possibility of underwater wet welding by covered electrode S1300 ultra-high strength steel of different thickness (4 mm and 10 mm) has been investigated. The visual, metallographic macro- and microscopic tests, and Vickers HV10 measurements of samples with two nonparallel beads were performed. On the basis of the performed tests, the effectiveness of TBW technique was quantitatively verified. It was proved that TBW leads to positive microstructural changes and reduces the number of cracks in different regions of welded joints. Moreover, it was found that the proposed technique allows to decrease the hardness of S1300 steel joint by 30-80 HV10 in the weld metal and 40-100 HV10 in heat-affected zone. Finally, it was stated that the thickness of the base material does not affect the effectiveness of the TBW technique.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.6
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available