Nonlinear Analysis for Bending Cross Section of Tensile-Compression Prestressed Concrete Beam

Jing Bo An

doi:10.4028/www.scientific.net/AMM.204-208.4538

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Nonlinear Analysis for Bending Cross Section of...

Nonlinear Analysis for Bending Cross Section of Tensile-Compression Prestressed Concrete Beam

Abstract:

In this paper, based on the deformation of bonded tensile-compression prestressed concrete beam, the nonlinear analyses are presented about whole loading process of tensile-compression prestressed concrete beam by internal force equilibrium and deformation compatibility of cross section. Then the M-f computation programs are developed, and the computational results are consistent with that of test. Finally, the ANSYS programs are used to analyze and test the computational results from M-f computation programs. Research findings in this paper provide a basis for further study of tensile-compression prestressed concrete.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

4538-4543

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.4538

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Online since:

October 2012

Authors:

Jing Bo An

Keywords:

Bonded, Curvature, Nonlinear, Tensile-Compression Prestressed

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References

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