Please use this identifier to cite or link to this item:
|Title:||Strength of two-way ferrocement slabs containing patch reinforcement||Authors:||Mansur, M.A.
|Issue Date:||Apr-1988||Citation:||Mansur, M.A.,Alwis, W.A.M. (1988-04). Strength of two-way ferrocement slabs containing patch reinforcement. Journal of Ferrocement 18 (2) : 139-151. ScholarBank@NUS Repository.||Abstract:||An experimental investigation into the collapse load behavior of simply supported ferrocement slabs containing a nonuniform distribution of reinforcement is reported. All slabs had identical dimensions and consisted of three reinforcing zones. The distribution of reinforcement in each zone was kept uniform, but the amount was systematically varied by using fine wire mesh in patches. Results of eight square slabs tested under uniform loading simulated by 16 point loads indicate that the collapse load depends not only on the amount of reinforcement, but also on its arrangement. Yield line analysis using finite elements and linear programming has been found to give good predictions of the collapse load and the mode of failure.||Source Title:||Journal of Ferrocement||URI:||http://scholarbank.nus.edu.sg/handle/10635/66232||ISSN:||01251759|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Apr 21, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.