Bending Strength Calculation without Axial Force in Case of Annular Section

Xu Chen; Dong Hua Zhou; Chun Xiu Han; Yue Yue Wang

doi:10.4028/www.scientific.net/AMM.578-579.1580

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Bending Strength Calculation without Axial Force...

Bending Strength Calculation without Axial Force in Case of Annular Section

Abstract:

For RC annular members, a new algorithm is derived to calculate bending strength without axial force, and one practical table is obtained to determine the longitudinal reinforcement areas. It is a multipurpose table, because it can be applied to any section size and any concrete strength grade below C50, only one dimensionless form of moment is need, and it provides maximum compression strain of concrete and maximum tension strain of reinforcement.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

1580-1583

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.1580

Citation:

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Online since:

July 2014

Authors:

Xu Chen*, Dong Hua Zhou, Chun Xiu Han, Yue Yue Wang

Keywords:

Annular Section, Bending without Axial Force, Reinforced Concrete

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* - Corresponding Author

References

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