Yuantai Li , Shaoning Geng , Jian Li , Zhijian Fan , Chu Han , Jun Jin , Ping Jiang
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引用次数: 0
Abstract
Welding residual stress is crucial to the fatigue performance and reliability of U-rib-to-deck joints, and its accurate measurement and control remains challenging and lacking an effective approach. In this paper, a thermo-metallurgical-mechanical finite element model considering solid-state phase transformation was developed to investigated the residual stress states of U-rib-to-deck joints fabricated using hybrid laser-arc welding technique. Neutron diffraction testing was conducted to determine the residual stress distribution in three orthogonal directions to validate the model. The results showed that solid-state phase transformation involving changes in mixed phase properties and transformation strain significantly influenced the residual stress in hybrid laser-arc welded U-rib-to-deck joints. The low yield strength property of the supercooled austenite and the volumetric expansion of the bainite transformation strain are crucial for residual stress reduction. A reasonable S-shaped agreement trend was observed between residual stress simulation and neutron diffraction data along the potential crack propagated path. Thermo-metallurgical-mechanical modeling helps to control welding residual stress fields via simulation methods, which is crucial to consider solid-state phase transformation. These findings provide support for assessing the fatigue performance of U-rib structures using hybrid laser-arc welding.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.