Flexural strength and stiffness of circular double-skin and double-tube concrete-filled steel tubes
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science
Reference42 articles.
1. Tensile behaviour of concrete-filled double-skin steel tubular members;Li;J Constr Steel Res,2014
2. Behaviour of grout-filled double skin steel tubes under compression and bending: Experiments;Li;Thin-Walled Struct,2017
3. Compressive strength and stiffness of concrete-filled double-tube columns;Zheng;Thin-Walled Struct,2019
4. Analytical behavior of carbon steel-concrete-stainless steel double-skin tube (DST) used in submarine pipeline structure;Wang;Mar Struct,2019
5. Axial compression performance analysis and bearing capacity calculation on square concrete-filled double-tube short columns;Ci;Mar Struct,2020
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1. Experimental and numerical study on shear behaviour of concrete-filled double-skin steel tubular structures;Engineering Structures;2024-03
2. Experimental investigation on the flexural behavior of the casing joints in concrete-filled double skin steel tube supporting arch;Structures;2024-02
3. Hysteretic performance of circular high-strength concrete-filled double skin steel tubular columns: Experiment;Marine Structures;2024-01
4. Seismic behavior of circular-in-square concrete-filled high-strength double skin steel tubular stub columns with out-of-code B/t ratios;STEEL COMPOS STRUCT;2023
5. Eccentric compression behavior of circular concrete‐filled steel tubes reinforced with internal latticed steel angles;Structural Concrete;2023-10-30
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