Numerical analysis of rectangular double-skin concrete-filled steel tubular slender columns incorporating interaction buckling

Numerical analysis of square concrete-filled double skin steel tubular columns with rubberized concrete

Structures ◽

10.1016/j.istruc.2021.03.054 ◽

2021 ◽

Vol 32 ◽

pp. 1026-1047

Author(s):

Pouria Ayough ◽

Zainah Ibrahim ◽

N.H. Ramli Sulong ◽

Po-Chien Hsiao ◽

Mohamed Elchalakani

Keyword(s):

Numerical Analysis ◽

Rubberized Concrete ◽

Tubular Columns ◽

Double Skin

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Experimental and numerical analysis of a naturally ventilated double-skin façade

Energy and Buildings ◽

10.1016/j.enbuild.2018.01.048 ◽

2018 ◽

Vol 165 ◽

pp. 328-339 ◽

Cited By ~ 18

Author(s):

L. C. O. Souza ◽

H. A. Souza ◽

E. F. Rodrigues

Keyword(s):

Numerical Analysis ◽

Double Skin

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A numerical analysis on slender columns for flat-plate structures using finite element method (FEM) technique

IOP Conference Series Materials Science and Engineering ◽

10.1088/1757-899x/455/1/012096 ◽

2018 ◽

Vol 455 ◽

pp. 012096

Author(s):

Apoorv Choudhary ◽

Milind Malik ◽

Jay Prakash ◽

Ajay Kumar ◽

Sachin Tiwari

Keyword(s):

Finite Element Method ◽

Finite Element ◽

Numerical Analysis ◽

Flat Plate ◽

Plate Structures ◽

Slender Columns ◽

Element Method

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Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns

Engineering Structures ◽

10.1016/j.engstruct.2018.04.062 ◽

2018 ◽

Vol 168 ◽

pp. 205-217 ◽

Cited By ~ 20

Author(s):

Qing Quan Liang

Keyword(s):

Numerical Simulation ◽

High Strength ◽

Double Skin ◽

Slender Columns

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A numerical analysis of the air ventilation management and assessment of the behavior of double skin facades

Energy and Buildings ◽

10.1016/j.enbuild.2015.05.057 ◽

2015 ◽

Vol 102 ◽

pp. 225-236 ◽

Cited By ~ 18

Author(s):

Ahmed Hazem ◽

Merzaka Ameghchouche ◽

Cherif Bougriou

Keyword(s):

Numerical Analysis ◽

Air Ventilation ◽

Double Skin ◽

Double Skin Facades ◽

Ventilation Management

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Numerical analysis on the thermal performance of a building with solar chimney and double skin façade in tropical country

IOP Conference Series Materials Science and Engineering ◽

10.1088/1757-899x/453/1/012030 ◽

2018 ◽

Vol 453 ◽

pp. 012030

Author(s):

S B Abraham ◽

T Z Ming

Keyword(s):

Numerical Analysis ◽

Thermal Performance ◽

Solar Chimney ◽

Tropical Country ◽

Double Skin

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Corrigendum to “Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns” [Eng. Struct. 168 (2018) 205–217]

Engineering Structures ◽

10.1016/j.engstruct.2018.06.067 ◽

2018 ◽

Vol 176 ◽

pp. 949-950

Author(s):

Qing Quan Liang

Keyword(s):

Numerical Simulation ◽

High Strength ◽

Double Skin ◽

Slender Columns

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Numerical analysis of circular double-skin concrete-filled stainless steel tubular short columns under axial loading

Structures ◽

10.1016/j.istruc.2020.02.001 ◽

2020 ◽

Vol 24 ◽

pp. 754-765 ◽

Cited By ~ 4

Author(s):

Vipulkumar Ishvarbhai Patel ◽

Qing Quan Liang ◽

Muhammad N.S. Hadi

Keyword(s):

Stainless Steel ◽

Numerical Analysis ◽

Axial Loading ◽

Short Columns ◽

Double Skin

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Theoretical and numerical analysis to concrete filled double skin steel tubular columns under fire conditions

Thin-Walled Structures ◽

10.1016/j.tws.2015.10.024 ◽

2016 ◽

Vol 98 ◽

pp. 547-557 ◽

Cited By ~ 11

Author(s):

Yao Yao ◽

Hao Li ◽

Kanghai Tan

Keyword(s):

Numerical Analysis ◽

Tubular Columns ◽

Double Skin ◽

Theoretical And Numerical Analysis ◽

Fire Conditions

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Experimental Study on Concrete-Filled Steel Tubular with External Octagon Steel Tube and Inner Circle PVC-U Pipe under Axial Compression

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.368-373.511 ◽

2011 ◽

Vol 368-373 ◽

pp. 511-514

Author(s):

Wei Bin Yuan ◽

Shi Long Ma

Keyword(s):

Experimental Study ◽

Numerical Analysis ◽

Axial Load ◽

Slenderness Ratio ◽

Steel Tube ◽

Cross Sectional ◽

Tubular Columns ◽

Cross Sectional Size ◽

Double Skin ◽

Core Concrete

An investigation of the octagon-shaped concrete-filled double skin steel tubular columns which used PVC-U pipe to replace the steel tube as inner tube was carried out. In order to study the performances and mechanisms of the components when suffered axial load, ultimate axial bearing capacities of 9 components were tested. The cross-sectional size of the outer steel tube and inner PVC-U pipe and length of the specimen was concerned by the nominal steel ratio and the hollow ratio and slenderness ratio, respectively. The external steel tube and core concrete appeared three and four types of destruction phenomenons, respectively, but the inner PVC-U pipe did not destroy. Finally, experimental results and numerical analysis results were comparied.

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