An Assessment of the Bearing Capacity of High-Strength-Concrete-Filled Steel Tubular Columns Through Finite Element Analysis

An Assessment of the Bearing Capacity of High-Strength-Concrete-Filled Steel Tubular Columns Through Finite Element Analysis

This work aimed to evaluate the accuracy of analytical models for predicting the behavior of concrete-filled steel tubular (CFST) columns via finite element analysis coupled with physical nonlinearity. The methodology involved an extensive review of experimental tests from the literature, numerical...

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Bibliographic Details
Main Authors: Leonardo André Rossato, Alexandre Rossi, Carlos Humberto Martins, Gustavo de Miranda Saleme Gidrão, Laura Silvestro, Rúbia Mara Bosse
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Eng
Subjects:
CFST
finite elements
analytical model
numerical model
Online Access:https://www.mdpi.com/2673-4117/5/4/155
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