Adaptive damage analysis method for ultimate bearing capacity of steel truss structures with box section

Abstract Traditional damage analysis of steel truss structures requires detailed finite element meshing, and there is a coupling between stress-strain and damage solving, resulting in complex damage analysis and massive computations. In this paper, the element bearing ratio (EBR) reflecting the bear...

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Bibliographic Details
Main Authors: JingJing Han, WeiWei Xie, Wei Zhang, LuFeng Yang
Format: Article
Language:English
Published: Nature Portfolio 2025-03-01
Series:Scientific Reports
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Online Access:https://doi.org/10.1038/s41598-025-93307-8
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