Oct 2026· Journal of Structural Engineering· 0 citations· 17 references
Abstract
Conventional contact-based inspection techniques face significant challenges in accurately modeling the complex 3D geometry of locally buckled steel members, which hinder reliable assessment of their residual load-carrying capacity. To overcome these limitations, this study proposes a method for analyzing the bearing capacity of locally buckled steel members using geometric reconstruction models, enabling precise evaluation of their load-carrying capacity. The research methodology encompasses three primary aspects: (1) model preprocessing; (2) load-bearing capacity analysis of specimens; and (3) experimental validation. Model preprocessing involves three key tasks: point cloud model reconstruction and optimization; evaluation of the effect of external factors on model accuracy; and parametric modeling with verification of geometric accuracy. The load-bearing capacity of damaged specimens was analyzed by predicting the residual capacity of the corresponding parametric models using finite element software. Finally, axial compression tests on equal-leg single-angle steel specimens were conducted to validate the accuracy of the finite element analysis results, thereby demonstrating the effectiveness of the proposed method. Key findings include: (1) the overlap ratio has the most significant influence on model accuracy; at an overlap level of 18, the comprehensive mean absolute error is below 0.005, and model-specimen similarity between the angle steel parametric model and the angle steel specimen reaches 0.99 (no significant difference at 95% confidence level); (2) among the extracted key feature data, the elastic stiffness, peak load, and peak displacement all exhibit relative errors less than 10%, while peak strain in deformation zones shows larger deviations; and (3) among the 44 statistically key characteristic data points, 41 exhibit relative errors less than 10%, confirming the method’s high reliability for practical engineering applications.
Design guidance for 3D-printed concrete (3DPC) is constrained by lack of a reliable method to estimate compressive capacity from conventional cast-cube results, particularly for hollow, shell-dominated elements typical of printed walls. This study addresses that gap using representative double-shell hollow cubes wi...
T. Daungwilailuk· Journal of materials in civi...· 0 citations
This study investigates the influence of constitutive model parameters on both the global and local response of reinforced concrete beams. Advanced numerical simulations require appropriate material models to represent the specimen behaviour, so this research compares simplified engineering procedures with the concrete...
Dawid Karasiewicz, Julia Graczyk, Michał Demby et al.· Advances in Science and Tech...· 0 citations
Accurate assessment of the shear buckling behavior of steel beams is essential for ensuring the safety and reliability of steel structures. This study proposes an integrated geometric and mechanical digital twin (DT) framework for the assessment and prediction of shear buckling behavior in steel beams. Steel beams test...
Yuanjie Ding, Youlin Xu, Lian-Heng Cai et al.· International Journal of Str...· 0 citations
Advanced analysis has been shown to improve material efficiency in statically indeterminate steel-framed structures compared with member-based linear elastic design methods. However, limited research has investigated its applicability to geometrically nonlinear steel structures where residual stresses are induced by th...
Eva Gurtata, F. Tahmasebinia· Applied Sciences· 0 citations
Traditional methods of reinforcing structures typically waste a large amount of material; however, there have
been very few studies investigating the use of advanced materials and topology optimization for developing
hollow triangular reinforcement bars that will perform under various load conditions. The focus of this...
Himanshu Singh, Arun Kumar Agarwal· International Journal of Dru...· 0 citations
Complex thin-walled structures are prone to elastic deflection and machining deformation under cutting forces due to their low structural stiffness, complex curved geometries, and significant local thickness variations, thereby deteriorating dimensional accuracy and surface integrity. To address the difficulty of conve...
Niansong Zhang, Yongjie Yin, Long Wu et al.· 2026 IEEE International Conf...· 0 citations
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