DETERMINATION OF MAXIMUM CRACK WIDTH IN TWO-WAY REINFORCED CONCRETE SLABS.

1976 ◽  
Vol 61 (2) ◽  
pp. 343-349 ◽  
Author(s):  
P DESAYI ◽  
AB KULKARNI
1977 ◽  
Vol 63 (1) ◽  
pp. 227-231
Author(s):  
P DESAYI ◽  
BV SUBRAHMANYAM ◽  
AB KULKARNI ◽  
K GANESH BABU ◽  
AW BEEBY ◽  
...  

2011 ◽  
Vol 71-78 ◽  
pp. 3810-3815 ◽  
Author(s):  
Dan Ying Gao ◽  
Pei Bo You ◽  
Chang Hui Zhang

Based on the tests of six reinforced concrete slabs strengthened with fibre reinforced plastic (FRP) sheets and one reference slab without the sheet, the influences of factors such as type of FRP sheets (CFRP and GFRP), amount of FRP sheets and strengthening scheme upon the crack resistant performance were presented and discussed in this paper. In the end, a calculation method was put forward, which can be used to calculate cracking moment and crack width in reinforced concrete slabs strengthened with FRP sheets.


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