Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Neha P. Asrani"'
Autor:
K. Parthiban, Neha P. Asrani, K. Karthikeyan, Hakim S. Abdelgader, M. K. Haridharan, Gunasekaran Murali
Publikováno v:
Arabian Journal for Science and Engineering. 44:8545-8555
Recent reports in the literature have shown that fiber-reinforced geopolymer composites (FRGC) made with monofibers exhibit a significant enhancement in fracture energy. However, many aspects of the fracture performance of hybrid fiber-reinforced geo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb17936b19808fae619a514f81a6c0bf
https://doi.org/10.1007/s13369-019-04074-4
https://doi.org/10.1007/s13369-019-04074-4
Autor:
K. Rathika, Gunasekaran Murali, Neha P. Asrani, K. Parthiban, Uma Chandru, A. Prakash, K. Surya
Publikováno v:
Construction and Building Materials. 203:56-68
The latest research data indicates that geopolymer concrete reinforced with mono fibre has a remarkable enhancement in its impact strength and fracture toughness, which is well documented. Nevertheless, many aspects of impact behaviour of Hybrid Fibr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e669aba967d8172cb4639ce5b9e46b6
https://doi.org/10.1016/j.conbuildmat.2019.01.072
https://doi.org/10.1016/j.conbuildmat.2019.01.072
Publikováno v:
Arabian Journal for Science and Engineering. 44:4477-4490
Two-stage fibre-reinforced concrete (TSFRC) is a novel fibrous concrete that differs from the conventional fibre-reinforced concrete (FRC) in several aspects including its placement technique, implementation, fabrication methodology, and high coarse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7c33bc834e72f6bde6bb692d3023f4e
https://doi.org/10.1007/s13369-018-3466-x
https://doi.org/10.1007/s13369-018-3466-x
Publikováno v:
Journal of Building Engineering. 25:100841
This study proposes a novel low carbon cementitious two stage layered fibrous concrete (LCCTSLFC) derived from clinker, flyash, calcined clay and steel fibres . In two stage fibre reinforced concrete (TSFRC), the volume of steel fibres together with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a3bc5f94eeae2a14691b28818aa598a
https://doi.org/10.1016/j.jobe.2019.100841
https://doi.org/10.1016/j.jobe.2019.100841
Publikováno v:
International Journal of Engineering & Technology. 7:407
Fracture energy is the post-crack energy absorption ability of the material that represents the energy absorbed by the structure at the time of failure. Its analysis has gained importance and hence requires a powerfulmethod for its development. A two
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bff996aab5e7f96ef3490b88bdd238c
https://doi.org/10.14419/ijet.v7i3.12.16116
https://doi.org/10.14419/ijet.v7i3.12.16116
Publikováno v:
International Journal of Engineering & Technology. 7:188
A risk assessment practice determines the risk both quantitatively and qualitatively, such that risks are analysed and assessed thoroughly. Several methods are available to mitigate the failures in a construction project. This project focuses on iden
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a1ff0dc2ae1404123a061484c32478a
https://doi.org/10.14419/ijet.v7i3.12.15917
https://doi.org/10.14419/ijet.v7i3.12.15917
Publikováno v:
International Journal of Engineering & Technology. 7:168
The construction industry has been responsible for degrading the environment due to ecological imbalance caused during the extraction and production of building materials. To make this production of construction materials cleaner, the dependency on c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3810ea3057a90463ae73cc6da73fba25
https://doi.org/10.14419/ijet.v7i3.12.15911
https://doi.org/10.14419/ijet.v7i3.12.15911