Please use this identifier to cite or link to this item:
|Title:||PUNCHING SHEAR OF STEEL - CONCRETE OPEN SANDWICH SLABS.|
|Authors:||Ong, K.C.G. |
|Source:||Ong, K.C.G.,Mansur, M.A. (1985-12). PUNCHING SHEAR OF STEEL - CONCRETE OPEN SANDWICH SLABS.. Magazine of Concrete Research 37 (133) : 216-226. ScholarBank@NUS Repository.|
|Abstract:||An experimental programme was conducted on simply supported, two-way epoxy-bonded steel-concrete open sandwich slabs under a central patch load. The major parameters of the study were the method of surface preparation for the steel plate, size of patch load, grade of concrete and thickness of concrete topping. The results of twelve slabs tested in this programme are presented and discussed. On the basis of the test data, a modification to the existing plastic theory for conventional reinforced concrete is suggested for the design of open sandwich slabs against punching shear failure.|
|Source Title:||Magazine of Concrete Research|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Dec 15, 2017
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.