Confining stress path-based compressive strength model of axially compressed circular concrete-filled double-skin steel tubular short columns
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference55 articles.
1. Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns;Yan;J. Constr. Steel Res.,2020
2. Experimental study of square and rectangular CFDST sections with stainless steel outer tubes under axial compression;Wang;J. Struct. Eng.,2019
3. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members;Han;J. Constr. Steel Res.,2014
4. Compressive strength of axially loaded circular hollow centrifugal concrete-filled steel tubular short columns;Zhao;Eng. Struct.,2019
5. Analytical behavior of concrete-filled double skin steel tubular (CFDST)stub columns;Huang;J. Constr. Steel Res.,2010
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2. Comprehensive experimental database and analysis of circular concrete-filled double-skin tube stub columns: A review;Frontiers of Structural and Civil Engineering;2024-01-23
3. Analytical model for axially compressed circular concrete-filled double skin steel tubes (CFDSTs): Insights from concrete non-uniformly confined states;Thin-Walled Structures;2023-11
4. Numerical investigation of ultimate bearing capacity of circular and square concrete-filled double steel tubular T-joints;Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications;2023-10-26
5. Axial compressive behavior of circular composite columns with external confinement;Journal of Building Engineering;2023-10
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