The Calculation of Flexural Capacity of Reinforced Concrete T-Section Beam under the Influence of Fire

Min Su; Hao Jun Gong

doi:10.4028/www.scientific.net/AMM.351-352.315

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352The Calculation of Flexural Capacity of Reinforced...

The Calculation of Flexural Capacity of Reinforced Concrete T-Section Beam under the Influence of Fire

Abstract:

According to the reduction of concrete and steel strength under the impact of fire, this paper studies the flexural capacity of concrete T-section beam after fire. Through meshing cross section, the residual strength of each unit material can be obtained from the respective temperature. Then find a matrix for the discrete numerical values and summarizes equations of flexural capacity at mid-span and support after fire respectively.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

315-318

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.315

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Online since:

August 2013

Authors:

Min Su*, Hao Jun Gong

Keywords:

Fire, Flexural Capacity, Reinforced Concrete T-Section Beam

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* - Corresponding Author

References

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