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Nonlinear Analysis on Square Steel Tube Filled with Steel Reinforced High Strength Concrete Subjected to Bi-Compression Bending Load

Ouyang, Wei

This paper presents a nonlinear analysis of square steel tube columns filled with steel reinforced concrete subjected to bi-compression bending load. Calculated results agree well with the tested results. Further, Different parameters of members were analyzed using nonlinear analysis procedure. Results showed that Slenderness ratio, stirrup ratio and eccentricity ratio have tremendous influence on capacity and initial stiffness. Steel reinforced ratio and eccentricity angle have secondary influence on capacity and initial stiffness.

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Nonlinear Analysis on Square Steel Tube Filled with Steel Reinforced High Strength Concrete Subjected to Bi-Compression Bending Load

Ouyang, Wei

This paper presents a nonlinear analysis of square steel tube columns filled with steel reinforced concrete subjected to bi-compression bending load. Calculated results agree well with the tested results. Further, Different parameters of members were analyzed using nonlinear analysis procedure. Results showed that Slenderness ratio, stirrup ratio and eccentricity ratio have tremendous influence on capacity and initial stiffness. Steel reinforced ratio and eccentricity angle have secondary influence on capacity and initial stiffness.

Nonlinear Analysis on Square Steel Tube Filled with Steel Reinforced High Strength Concrete Subjected to Bi-Compression Bending Load

Ouyang, Wei

This paper presents a nonlinear analysis of square steel tube columns filled with steel reinforced concrete subjected to bi-compression bending load. Calculated results agree well with the tested results. Further, Different parameters of members were analyzed using nonlinear analysis procedure. Results showed that Slenderness ratio, stirrup ratio and eccentricity ratio have tremendous influence on capacity and initial stiffness. Steel reinforced ratio and eccentricity angle have secondary influence on capacity and initial stiffness.

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Titel:

Nonlinear Analysis on Square Steel Tube Filled with Steel Reinforced High Strength Concrete Subjected to Bi-Compression Bending Load

Beteiligte:

Ouyang, Wei (Autor:in)

Erschienen in:

CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 908-913

Applied Mechanics and Materials ; 166-169

Erscheinungsdatum:

2012

Format / Umfang:

6 Seiten

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.908

Medientyp:

Aufsatz (Konferenz)

Format:

Print

Sprache:

Englisch

Schlagwörter:

Stahlrohr , Steifigkeit , Biegebeanspruchung , Klampe , bewehrter Beton , Hochfestigkeit , Schlankheitsgrad

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