Structural Health Monitoring using Carbon Fibre Reinforced Concrete
(Sprache: Englisch)
After this first set of elastic experiments, the same specimens were gradually loaded in UTM until material's failure to determine damage sensing ability of the self-sensing concrete. All specimens with fibers showed initially decreasing resistance upon...
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After this first set of elastic experiments, the same specimens were gradually loaded in UTM until material's failure to determine damage sensing ability of the self-sensing concrete. All specimens with fibers showed initially decreasing resistance upon compression, but on increasing the compressive load the resistance also increased. The increase in resistance was gradual upto 75% of the fracture stress, but it was abrupt and quite linear for stresses beyond this range (i.e., above 75% of fracture stress). Thus, among the concrete mixes containing variable percentages of carbon fibres, the ones having fibre percentage greater than 1.5 were most attractive, as they exhibited a combination of linearity (between resistivity and stress) and large fractional resistivity increase.
Autoren-Porträt von Cholker Arvind Kumar, Panga Narasimha Reddy, Bode Venkata Kavyateja
Kumar, Cholker ArvindMr. Cholker Arvind Kumar is currently Pursuing PhD at National Institute of Technology, Srinagar (Jammu & Kashmir). He received his B.Tech (Civil Engineering) and M.Tech (Structural Engineering) from Jawaharlal Nehru Technological University. He has published number of research articles in reputed journals.
Bibliographische Angaben
- Autoren: Cholker Arvind Kumar , Panga Narasimha Reddy , Bode Venkata Kavyateja
- 2019, 72 Seiten, Maße: 22 cm, Kartoniert (TB), Englisch
- Verlag: LAP Lambert Academic Publishing
- ISBN-10: 6200115451
- ISBN-13: 9786200115454
Sprache:
Englisch
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