Study on Comprehensive Performance of the New-Type Steel-Encased Concrete Composite Beams Using FEM

Ji Tong Jiang; Xiu Lan Zhu; De Run Du; Kun Dong; Song Yang

doi:10.4028/www.scientific.net/AMR.594-597.697

Paper Titles

Research on Mechanical Analysis of Bulk Grain Storehouse Columns by Different Span and Different Height of Grain
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The Improved Structure Design for the Joint of End Floor Beam and Main Longitudinal Girder in Certain Combined Platform
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The Overall Stability Calculation Method for Sway Frame
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Vertical Bearing Capacity Properties Study of Punched Cast-in-Place Pile Based on Field Test in Driving Analysis Test on Piles of a Thermal Power Plant
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Study on Comprehensive Performance of the New-Type Steel-Encased Concrete Composite Beams Using FEM
p.697

Blasting Technology for Demolition of Large-Scale Steel Structure Buildings by Shaped Charge Cutter
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Discussion on Effect Factors and Formula of Bearing Capacity of Reinforced Mixing Pile
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Finite Element Analysis of Mass Concrete Temperature Crack Mechanism
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The Applied Research of Steel-Timber Combined Member to Steel Structure Residence
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Study on Comprehensive Performance of the New-Type...

Study on Comprehensive Performance of the New-Type Steel-Encased Concrete Composite Beams Using FEM

Abstract:

The U-section steel-encased concrete composite beams, a new type of composite beams with reasonable and efficient form, are developed from the common steel-concrete composite beams. In this paper, the U-section steel-encased concrete composite beams and common H-section steel composite beams were modelled numerically and analyzed contrastively from the same section height and reasonable cross-section two aspects using the finite element method (FEM) and the better mechanical behavior and economic performance of the new-type steel-encased concrete composite beams are summed up.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

697-701

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.697

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Online since:

November 2012

Authors:

Ji Tong Jiang, Xiu Lan Zhu, De Run Du, Kun Dong, Song Yang

Keywords:

Finite Element Method (FEM), H-Section Steel Composite Beams, U-Section Steel-Encased Concrete Composite Beams

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