Abstract
Abstract This paper presents an efficient thermo-elastoplastic method for the prediction of welding-induced distortions in a large panel structure. It is based on a shell/3D modeling technique which was proposed and experimentally validated in the authors’ previous study. Two numerical examples are analyzed to evaluate the accuracy and efficiency of the present method. In the first example, the recommendations for the estimation of the minimum 3D zone size in the shell/3D model reported in the authors’ previous work are verified, in comparison with the full 3D model, on a T-joint model consisting of plates with different thicknesses. It is shown that the shell/3D modeling technique provides a significant reduction in the computational time needed for the simulation of the welding process and thus enables efficient thermo-elastoplastic analyses on large structures. In the second example, the proposed model is validated on a large panel structure by corresponding the experimental data and inherent strain solutions from the literature.
Highlights
This paper presents an efficient thermoelastoplastic method for the prediction of weldinginduced distortions in a large panel structure
An efficient thermoelastoplastic finite element procedure is developed for a welding process simulation of large-scale structural components
The main goal of the present study was to investigate if the recommendations for the estimation of the minimum 3D zone size in the shell/3D model reported in the authors’ previous work can be generalized to other T-joint fillet models with different thicknesses of flange and web plates and corresponding weld sizes
Summary
Abstract: This paper presents an efficient thermoelastoplastic method for the prediction of weldinginduced distortions in a large panel structure. It is based on a shell/3D modeling technique which was proposed and experimentally validated in the authors’ previous study. It is shown that the shell/3D modeling technique provides a significant reduction in the computational time needed for the simulation of the welding process and enables efficient thermoelastoplastic analyses on large structures. The proposed model is validated on a large panel structure by corresponding the experimental data and inherent strain solutions from the literature
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