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Direct measurements and numerical predictions of welding-induced initial deformations in a full-scale steel stiffened plate structure

机译:全尺寸钢筋板结构中焊接引起的焊接初始变形的直接测量和数值预测

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As a sequel to another paper of the authors on welding-induced residual stresses [1], this paper aimed to obtain a direct measurement database of welding-induced initial deformations in a full-scale steel stiffened plate structure and also to study the applicability of computational models to predict them. A full-scale steel stiffened plate structure in association with bottom plate panels of an as-built 1,900 TEU containership was fabricated by exactly the same technology of welding as used in today's shipbuilding industry. The 3D scanner was employed to measure welding-induced initial deformations of the structure. Computational models using the three-dimensional thermo-elastic-plastic finite element method were developed to predict the plate initial deflections. A comparison between direct measurements and numerical predictions was made. Details of direct measurement databases are documented as they are useful to validate the computational models formulated by other researchers.
机译:作为焊接诱导的残余应力的作者的另一篇论文的续集[1],本文旨在在全尺寸钢筋混板结构中获得焊接诱导的初始变形的直接测量数据库,并研究适用性计算模型预测它们。与当今造船业中使用的焊接技术完全相同的焊接技术,制造了一个完全钢筋混板结构,与底板底板合作,由当今造船业中使用的焊接技术完全相同。采用3D扫描仪测量结构的焊接引起的初始变形。开发了使用三维热弹性塑料有限元方法的计算模型来预测板初始偏转。进行了直接测量和数值预测之间的比较。直接测量数据库的详细信息被记录为验证其他研究人员制定的计算模型非常有用。

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