VERIFICATION ANALYSIS OF CAST-IN-SITU REINFORCED CONCRETE STRUCTURES OF FRAMED MULTISTORY BUILDINGS

Statyba ◽  
1999 ◽  
Vol 5 (3) ◽  
pp. 193-199
Author(s):  
Alg. Kudzys
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Multistory Buildings

Multiprobe chloride sensor for in situ monitoring of reinforced concrete structures

2006 ◽  
Vol 28 (3) ◽  
pp. 233-236 ◽  
Author(s):  
M.F. Montemor ◽  
J.H. Alves ◽  
A.M. Simões ◽  
J.C.S. Fernandes ◽  
Z. Lourenço ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structures ◽  
In Situ Monitoring ◽  
Reinforced Concrete Structures

A novel in-situ corrosion monitoring electrode for reinforced concrete structures

2018 ◽  
Vol 259 ◽  
pp. 1129-1144 ◽  
Author(s):  
Karthick Subbiah ◽  
Saraswathy Velu ◽  
Seung-Jun Kwon ◽  
Han-Seung Lee ◽  
Natarajan Rethinam ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structures ◽  
Corrosion Monitoring ◽  
Reinforced Concrete Structures

Effects of Ferrocement in Strengthening the Serviceability Properties of Reinforced Concrete Structures

2013 ◽  
Vol 690-693 ◽  
pp. 686-690 ◽  
Author(s):  
Sadaqat U. Khan ◽  
M. F. Nuruddin ◽  
T. Ayub ◽  
N. Shafiq
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structures ◽  
Experimental Results ◽  
Wire Mesh ◽  
Reinforced Concrete Structures ◽  
Rc Beams ◽  
Development Length ◽  
Service Load

The aim of this paper is to investigate the serviceability performance of RC beams strengthened through two Ferrocement strengthening techniques as Cast in situ Wire-mesh layers and precast Ferrocement Laminates. To assess the effectiveness of these strengthening techniques, eight (08) RC beams have been intentionally designed and detailed as a tension-controlled section and tested under two-point loading up to service load of 40 kN. Then, beams were strengthened by Cast in situ Wire-mesh layers and by precast Ferrocement Laminates. Experimental results in terms of stiffness have been compared within and across the groups to assess the effect of variation of development length and no. of wire-mesh layers.

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