Nonlinear Analysis of Bearing Capacity of Reinforced Concrete Structures Using Strip Method

Hai Chao Tan

doi:10.4028/www.scientific.net/AMM.470.921

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 470Nonlinear Analysis of Bearing Capacity of...

Nonlinear Analysis of Bearing Capacity of Reinforced Concrete Structures Using Strip Method

Abstract:

As the progress of theory and computer technology, nonlinear analysis is widely applied in civil engineering. Strip method, as one of the numerical methods, is used widely especially in the analysis of beams, columns and shell structures. The first half of this paper introduces the theoretical model and the basic assumptions of the strip method; the latter half of this paper compiles the strip method into computer program using FORTRAN language. At last, using beams with rectangular cross-section of reinforced concrete structures as an example, the paper analyze the factors, such as the strength of the steel bars, which have an impact on the bearing capacity of reinforced concrete structures.

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Periodical:

Applied Mechanics and Materials (Volume 470)

Pages:

921-924

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.470.921

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Online since:

December 2013

Authors:

Hai Chao Tan*

Keywords:

Bearing Capacity, Computer Programs, Concrete, Non-Linear Analysis, Steel Bars, Strip Method

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References

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