Experimental Studies on Interface Testing Method of Concrete Filled Steel Tube under Axial Compressive Load

INTERNATIONAL JOURNAL ON Advances in Information Sciences and Service Sciences ◽

10.4156/aiss.vol5.issue10.45 ◽

2013 ◽

Vol 5 (10) ◽

pp. 387-396

Author(s):

XU Changwu ◽

HUO Kaicheng ◽

REN Zhigang

Keyword(s):

Experimental Studies ◽

Compressive Load ◽

Concrete Filled Steel Tube ◽

Axial Compressive Load ◽

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Finite element analysis of square concrete-filled steel tube (CFST) columns under axial compressive load

Engineering Structures ◽

10.1016/j.engstruct.2017.11.055 ◽

2018 ◽

Vol 156 ◽

pp. 443-459 ◽

Author(s):

Y. Ouyang ◽

A.K.H. Kwan

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Compressive Load ◽

Element Analysis ◽

Concrete Filled Steel Tube ◽

Axial Compressive Load ◽

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Basic Experimental Studies of the Local Buckling Strength of Carbon Steel Square Pipes with Circular Hole Subjected to Eccentric Axial Compressive Load. 1st Report. In the Case of Equal Eccentric at the Upper and Lower Ends.

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A ◽

10.1299/kikaia.59.1126 ◽

1993 ◽

Vol 59 (560) ◽

pp. 1126-1131

Author(s):

Toshiyuki Kitazawa

Keyword(s):

Carbon Steel ◽

Circular Hole ◽

Experimental Studies ◽

Local Buckling ◽

Compressive Load ◽

Buckling Strength ◽

Axial Compressive Load

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Experimental Studies of the Local Buckling Strength of Carbon Steel Thin-walled Square Pipes with a Hole Subjected to Axial Compressive Load. 1st Report. In the Case of Square a Hole.

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A ◽

10.1299/kikaia.63.2406 ◽

1997 ◽

Vol 63 (615) ◽

pp. 2406-2410

Author(s):

Toshiyuki KITAZAWA

Keyword(s):

Carbon Steel ◽

Experimental Studies ◽

Local Buckling ◽

Compressive Load ◽

Buckling Strength ◽

Axial Compressive Load ◽

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Experimental Studies of the Local Buckling Strength of CarbonSteel Thin-walled Square Pips with a Hole Subjected to Eccentric Axial Compressive Load : 1st Report Square Hole-Equal to Eccentric at Upper and Lower Ends

The Proceedings of Yamanashi District Conference ◽

10.1299/jsmeyamanashi.2002.17 ◽

2002 ◽

Vol 2002 (0) ◽

pp. 17-18

Author(s):

Toshiyuki KITAZAWA

Keyword(s):

Experimental Studies ◽

Local Buckling ◽

Compressive Load ◽

Buckling Strength ◽

Axial Compressive Load ◽

Thin Walled ◽

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303 Experimental Studies of the Buckling Strength of Column with Variable Cross Section Subjected to an Axial Compressive Load

The Proceedings of Yamanashi District Conference ◽

10.1299/jsmeyamanashi.2000.59 ◽

2000 ◽

Vol 2000 (0) ◽

pp. 59-60

Author(s):

Toshiyuki KITAZAWA ◽

Naoto HATAKE

Keyword(s):

Cross Section ◽

Experimental Studies ◽

Compressive Load ◽

Variable Cross Section ◽

Variable Cross ◽

Buckling Strength ◽

Axial Compressive Load

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Analytical Solution of Elastic-Plastic Buckling of a Square Steel Tube Column under Axial Compressive Load and Bending Moment

Key Engineering Materials ◽

10.4028/www.scientific.net/kem.452-453.485 ◽

2010 ◽

Vol 452-453 ◽

pp. 485-488 ◽

Author(s):

Peng Niu ◽

Gang Yang ◽

Chun Fu Jin ◽

Yi Xiong Wu

Keyword(s):

Compressive Load ◽

Bending Moment ◽

Plastic Buckling ◽

Element Analysis ◽

Elastic Plastic ◽

Axial Compressive Load ◽

Square Steel Tube ◽

Analytical Expressions

Based on Ježek method of computing the elastic-plastic buckling of the member under the axial compressive load and the bending moment, the analytical expressions of calculating the ultimate load of buckling about the neutral axis with the moment of inertia for a square steel tube column are derived. By degenerated into the analytical expressions of the rectangular column and compared with the values of the finite element analysis (FEA) method, it shows that the analytical method in this paper is valid, which provides a new method of theoretical study for the elastic-plastic buckling of the member.

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Basic Experimental Studies of the Local Buckling Strength of Carbon Steel Square Pipes with a Circular Hole Subjected to an Eccentric Axial Compressive Load. 3rd Report. In the Case of Eccentric Load at the Upper End and Axial One at the Lower End.

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A ◽

10.1299/kikaia.65.1770 ◽

1999 ◽

Vol 65 (636) ◽

pp. 1770-1775

Author(s):

Toshiyuki KITAZAWA

Keyword(s):

Carbon Steel ◽

Circular Hole ◽

Experimental Studies ◽

Local Buckling ◽

Compressive Load ◽

Eccentric Load ◽

Buckling Strength ◽

Axial Compressive Load

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201 Experimental Studies of the Local Buckling Strength of Carbon Steel Thin-walled Square Pips with a Hole Subjected to Eccentric Axial Compressive Load : 2nd Report, In the Case of Rectangular Hole

The Proceedings of Conference of Chugoku-Shikoku Branch ◽

10.1299/jsmecs.2006.43 ◽

2006 ◽

Vol 2006 (0) ◽

pp. 43-44

Author(s):

Toshiyuki KITAZAWA

Keyword(s):

Carbon Steel ◽

Experimental Studies ◽

Local Buckling ◽

Compressive Load ◽

Rectangular Hole ◽

Buckling Strength ◽

Axial Compressive Load ◽

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860 Experimental Studies on the Buckling Strength of Short Column Carbon Steel Square Pipes with a Circular Hole Subjected to Eccentric Axial Compressive Load : In the Case of Three Hole Walls

The Proceedings of Yamanashi District Conference ◽

10.1299/jsmeyamanashi.2007.241 ◽

2007 ◽

Vol 2007 (0) ◽

pp. 241-242

Author(s):

Toshiyuki KITAZAWA

Keyword(s):

Carbon Steel ◽

Circular Hole ◽

Experimental Studies ◽

Compressive Load ◽

Buckling Strength ◽

Short Column ◽

Axial Compressive Load

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Basic Experimental Studies of the Local Buckling Strength of Carbon Steel Square Pipes with Circular Hole Subjected to Eccentric Axial Compressive Load. (2nd Report, Different Eccentricties at the Upper and Lower Ends).

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A ◽

10.1299/kikaia.62.1078 ◽

1996 ◽

Vol 62 (596) ◽

pp. 1078-1083

Author(s):

Toshiyuki KITAZAWA

Keyword(s):

Carbon Steel ◽

Circular Hole ◽

Experimental Studies ◽

Local Buckling ◽

Compressive Load ◽

Buckling Strength ◽

Axial Compressive Load

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