Representation of the cross-sectional stress distribution using fourier's series
A generic procedure is presented for the determination of the moment capacity of a complex beam’s cross-section. The use of a general expression - possible due to the single-rule representation of the stress distribution using fourier’s series - allows for a compact computer coding and easier in...
| Main Authors: | , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2006
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| Online Access: | http://eprints.utm.my/152/ http://eprints.utm.my/152/1/AirilYasreenMohdYassin2006_Representationofthecross-sectionalstressdistribution.pdf |
| Summary: | A generic procedure is presented for the determination of the moment capacity of a complex beam’s cross-section. The use of a general expression - possible due to the single-rule representation of the stress distribution using fourier’s series - allows for a compact computer coding and easier input data. The series converges to the idealized values obtained using a bilinear material curve as the number of terms in the series increases. |
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