The Elastic-Plastic Analysis on Prestressed Concrete Cable-Beam Structure System

Xin Ying Xie; Xin Sheng Yin

doi:10.4028/www.scientific.net/AMM.204-208.1074

Paper Titles

Experimental Analysis on Low Temperature Welding Construction Method of Big Span Steel Truss Structure
p.1058

Dynamic Analysis and Optimization Design on Storage Silo of Concrete Mixing Plant
p.1062

Effect of Axial Compression Ratio on Ductility and Bearing Capacity of Specially Shaped Columns with HRB500 Reinforcement
p.1066

The Connection Technology between Steel Structure and Wooden Antiqued Components
p.1070

The Elastic-Plastic Analysis on Prestressed Concrete Cable-Beam Structure System
p.1074

Demolition of a Complex Brick-Structure Chimney with a Height of 56 Meters without Recoil by Demolitional Blasting
p.1078

The Effect of Submarine Pipelines’ Distortion when Original Parameters Are Changed during Laying
p.1082

Based on Experiment of Constitutive Model of Load-Bearing Insulation Masonry
p.1089

Performance of Frame Structure Composed of Steel Reinforced Concrete Beam and Angle-Steel Concrete Column under Horizontal Loading
p.1094

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208The Elastic-Plastic Analysis on Prestressed...

The Elastic-Plastic Analysis on Prestressed Concrete Cable-Beam Structure System

Abstract:

It introduces the current research status about prestressed concrete cable-beam structure system at home and abroad, and anylyzes the phase of elasticity-plasticity by the FEM software.In this paper ,it builds the geometric models of slabs in different thickness and gets all kinds of results.It compares the results of different slabs and gets the conclusion that the working mechanism of beam changes with the quantity adding of cable.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

1074-1077

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.1074

Citation:

Cite this paper

Online since:

October 2012

Authors:

Xin Ying Xie, Xin Sheng Yin

Keywords:

Elastic-Plastic Analysis, Finite Element Method (FEM), Prestressed Cable-Beam Structure System, Research Status, Working Mechaniam of Beam

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Liu YX, Lv ZT. Study on Post-tensioned Prestressed Concrete Cable-beam Structure System. Journal of Building Structures, 19(6), (1998),p.1

Google Scholar

[2] Wang ZX, Yin XS. The Design of the Procedure of Nonlinear Full-rangeAnalysis of the Unbond Prestressed Concrete FlexuralMember by the Model of Cable-beam.Journal of Jilin Architectural and Civil Engineering Institute, 19(2), (2002),p.1~2

Google Scholar

[3] Xue SY. Finite Element Method. China Architecture and Building Press. (2005),p.129~146

Google Scholar

[4] Hao WH. ANSYS Civil Engineering Application Example. China WaterPower Press,(2005).p.1~173

Google Scholar

[5] Xu HS. Application of ANSYS in Architectural Engineering[M]. China Machine Press, (2005),p.129~146

Google Scholar

[6] Wang HJ, Chen HJ. Engineering Analysis Advanced Examples[M]. China WaterPower Press,(2006),p.129~197

Google Scholar