A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tests using Johansen's theory and plastic theory of British Standard Code of Practice show that calculated failure load of rectangular slab continuous over four sides and uniformly loaded is 40% of actual failure-causing load; discrepancy is explained by arch action of slab; analysis of rectangular slab supported on three sides, of circular, and triangular slabs, and slabs freely supported along four edges subjected to central load. (See also - n 6 June 1960 p 221-5)
Tests using Johansen's theory and plastic theory of British Standard Code of Practice show that calculated failure load of rectangular slab continuous over four sides and uniformly loaded is 40% of actual failure-causing load; discrepancy is explained by arch action of slab; analysis of rectangular slab supported on three sides, of circular, and triangular slabs, and slabs freely supported along four edges subjected to central load. (See also - n 6 June 1960 p 221-5)
Design of slabs by yield-line method
Concrete Constr Eng
Ashdown, A.J. (author)
1960
8 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Yield Line Design for SFRC Elevated Slabs
| TIBKAT | 2022
Yield Line Design for SFRC Elevated Slabs
| Springer Verlag | 2021
| TIBKAT | 1972
Development in Yield Line Theory for Slabs
| British Library Conference Proceedings | 1999
Ultimate load design of concrete pavement slabs by yield line analysis
| Engineering Index Backfile | 1963