Year: 2025
Type: article
Abstract: With the acceleration of urbanization, traditional bridge construction methods face dual challenges of efficiency and cost. 3D printing technology offers an innovative solution for bridge engineering. This study combines Digital Image Correlation (DIC) technology with numerical simulation methods to systematically analyze the full-field deformation characteristics of double-arch and four-arch 3D printed bridges under different load conditions. By comparing physical loading tests with finite element simulations, this research reveals the influence patterns of aperture geometric features on structural stiffness, stress distribution, and bearing capacity.
Authors: Chenyang Su, Huiru Huang, Xia Guo
Language: English
Subfield: Building and Construction
Field: Engineering
Domain: Physical Sciences
Open Access status: hybrid
OpenAlex ID: W4413813014
