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Higher order finite strip analysis for curved bridge decks

โœ Scribed by S.S. Dey; S.K. Malhotra


Publisher
Elsevier Science
Year
1988
Tongue
English
Weight
541 KB
Volume
30
Category
Article
ISSN
0045-7949

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Higher-order horizontally-curved beam fi
โœ Fathalla M. El-Amin; Mohamed A. Kasem ๐Ÿ“‚ Article ๐Ÿ“… 1978 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 338 KB

The flexural stiffness for a horizontally curved beam element is developed for nodal parameters wi, (a wlds),, pi, (@/as),, (a'p/ds'),, (d3p/as3), by assuming a cubic displacement function for vertical deflection w, and a seventh order polynomial function for the angle of twist /3, along the length