Digital Twin-Based Numerical Simulation Method for Cee-Shape Cold-Formed Steel Members

Author:

Du Pengfei1,Zhao Xi1,Zhang Zhidong2ORCID,Sun Xiaoyan1,Du Gang3

Affiliation:

1. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

2. Sonny Astani Department of Civil and Environmental Engineering, University of Southern California, Los Angeles, CA 90089, USA

3. Beijing Intelligent Prefabricated Building Research Institute, Beijing 100000, China

Abstract

Cold-formed steel (CFS) structures are widely used in construction and infrastructure due to their lightweight and high-strength properties. However, their thin-walled nature makes them geometrically sensitive to compressive loading. The Digital Twin (DT)-based numerical simulation method is developed using the actual geometries of CFS shapes, which are acquired by a 3D laser scanner. The DT-based numerical simulation incorporates the reconstructed measurement point clouds into the finite element modeling, ensuring that actual geometric features are retained. A series of tests, including material and axial compression testing, are conducted to validate the modeling parameters, such as mesh sizes and boundary conditions. The advantages of the DT-based numerical simulation method are highlighted compared to the traditional CFS member numerical simulation, which incorporates only the first mode of geometric imperfection. Additionally, DT-based numerical simulations offer more accurate load capacities and deformation predictions. Moreover, the automated and validated DT-based numerical simulation demonstrates prevalence in modeling efficiency and computation effectiveness. The DT-based numerical simulation method holds potential for application in smart structural analysis, where accurate geometries derived from extensive measurement point clouds are integrated into numerical modeling.

Funder

Youth Program of the National Natural Science Foundation of China

Ministry of Housing and Urban-Rural Development Science and Technology Plan Project

BUCEA Post Graduate Innovation Project

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference26 articles.

1. Analysis of imperfection measurements of structural members;Lechner;Thin-Walled Struct.,2005

2. Amouzegar, H., Amirzadeh, B., Zhao, X., Schafer, B., and Tootkaboni, M. (2015, January 24–27). Statistical analysis of the impact of imperfection modes on collapse behavior of cold-formed steel members. Proceedings of the Structural stability Research Council Annual Sta, Nashville, TN, USA.

3. Farzanian, S., Louhghalam, A., Schafer, B., and Tootkaboni, M. (2019). Geometric imperfection models for CFS structural members, Part I: Comparative review of current models. Thin-Walled Struct.

4. (2015). North American Standard for Cold Formed Steel Structural Framing (Standard No. AISI S240-15).

5. (2017). Steel Structure Design Standard (Standard No. G. 50017-2017).

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