基于数字孪晶的正交各向同性钢甲板焊接接头晶体塑性材料参数识别

IF 2.1 4区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Advances in Structural Engineering Pub Date : 2024-09-07 DOI:10.1177/13694332241281535
Yang Ye, You-Lin Xu, Wulve Lao, Chuang Cui, Qinghua Zhang, Yinlong Zhou
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引用次数: 0

摘要

要使用晶体塑性(CP)模型模拟和理解正交异性钢甲板(OSD)的微裂纹萌生和扩展,晶体塑性(CP)材料参数的识别是必不可少的。本研究提出了一种基于数字孪生(DT)的框架,通过将多尺度 CP 有限元模型(CPFEM)与宏观尺度应力应变材料试验相结合来确定 OSD 焊点的 CP 材料参数。使用标准动态测试系统对从 OSD 焊点切割并切成厘米级的试样(物理实体)进行材料测试。CPFEM 仿真用于开发多尺度虚拟实体来映射物理实体。粒子群优化算法用于将 CPFEM 仿真与材料测试数据相融合,以确定 CP 材料参数并生成 DT。结果表明,与单一代表性体积元素方法相比,拟议框架确定的 CP 材料参数更为精确。结果还表明,基于 DT 的 CP 材料参数识别具有很高的适用性。
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Digital twin-based identification of crystal plastic material parameters for weld joints of orthotropic steel decks
The identification of crystal plasticity (CP) material parameters is indispensable for using CP models to simulate and understand the microcrack initiation and propagation of orthotropic steel decks (OSD). This study proposes a digital twin (DT)-based framework for identifying CP material parameters of weld joints of OSD by fusing multiscale CP finite element model (CPFEM) with macroscale stress–strain material tests. The material tests of the specimen (physical entity) cut from the weld joints of OSD and sliced to the centimeter scale are carried out using the standard dynamic test system. The CPFEM simulation is used to develop a multiscale virtual entity to map the physical entity. The particle swarm optimization algorithm is used to fuse the CPFEM simulation with the material test data to identify CP material parameters and produce a DT. The results demonstrate that the CP material parameters identified by the proposed framework are more accurate than those identified by a single representative volume element method. The results also show that the DT-based identification of CP material parameters has high applicability.
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来源期刊
Advances in Structural Engineering
Advances in Structural Engineering 工程技术-工程:土木
CiteScore
5.00
自引率
11.50%
发文量
230
审稿时长
2.3 months
期刊介绍: Advances in Structural Engineering was established in 1997 and has become one of the major peer-reviewed journals in the field of structural engineering. To better fulfil the mission of the journal, we have recently decided to launch two new features for the journal: (a) invited review papers providing an in-depth exposition of a topic of significant current interest; (b) short papers reporting truly new technologies in structural engineering.
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