The Structural Engineer > Archive > Volume 36 (1958) > Issues > Issue 6 > Arching Action In Reinforced Concrete Slabs
Name of File 2652-36-06.pdf cached at 24/06/2018 08:27:52 - with 5 pages. pdfPath: E:\\CMS\webtest\files\28\28fd39d5-23ca-43db-aa0f-b7a2117a0f5e.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\28fd39d5-23ca-43db-aa0f-b7a2117a0f5e_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 28fd39d5-23ca-43db-aa0f-b7a2117a0f5e_1.png

Members/subscribers must be logged in to view this article

Arching Action In Reinforced Concrete Slabs

IN a paper describing a series of full scale loading tests on a reinforced concrete uilding1 which was presented to the Institution some time ago an account was given of tests to failure which were made on reinforced concrete slabs spanning in two directions. The slabs were very lightly reinforced, but the ultimate loads found in the tests were much greater than had been anticipated, and exceeded the collapse loads calculated on the basis of plastic behaviour by a considerable margin. At the time it was not possible to account satisfactorily for the unexpected strength exhibited by the slabs. The results of the tests, however, have recently been re-examined and certain experimental investigations have been made. As a result a rational explanation of the behaviour of the two-way slabs at failure can now be put forward. A.J. Ockleston

Author(s): Ockleston, A J

Keywords: reinforced concrete;two way slabs;arching action;full scale tests