Zobrazeno 1 - 10
of 33
pro vyhledávání: '"S, Kanchidurai"'
Publikováno v:
E3S Web of Conferences, Vol 559, p 04017 (2024)
Cement, aggregates, and water, either with or without appropriate admixtures, are the ingredients of concrete. Concrete must be properly cured in order to meet specifications for performance and durability. Maintaining the ideal moisture levels to en
Externí odkaz:
https://doaj.org/article/3ebd9144eb7c4ba283859b18b956aa08
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 4, Iss 4, Pp 24-35 (2020)
Presently, the mesh embedment in masonry is becoming a trendy research topic. In this paper, the mesh embedded masonry prism was cast and tested. The experimental data were used for the analytical modelling. Compressive strength (CS) test was conduct
Externí odkaz:
https://doaj.org/article/f728e55d0a4645f4adbd2f3578c1bc99
Publikováno v:
Materials Today: Proceedings.
Publikováno v:
Materials Today: Proceedings. 64:990-994
Publikováno v:
Engineering Structures. 178:484-492
An extensive experimental study aims to enhance the structural performance of masonry by using meshes on the surfaces of brick units and bed joints. The novel mesh embedment technique of masonry units is supported with the least expensive meshes. The
Autor:
S Kanchidurai
Publikováno v:
Koroze a Ochrana Materialu, Vol 61, Iss 4, Pp 149-154 (2017)
In the present study, we investigated the influence of hammer peening (HP) with tungsten carbide surface coating (WCSC) on high cycle bending fatigue performance of the carbon steel (CS) manufactured as specified in Bureau of Indian Standards BIS 206
Publikováno v:
International Journal of Engineering & Technology. 7:554
Brick masonry is the principal part of the construction industry. This paper presents the result of the expanded wire mesh embedded into the masonry wall panel; expanded mesh (EM) is the inexpensive locally available material on the market. Through t
Publikováno v:
International Journal of Engineering & Technology. 7:550
Unreinforced Masonry buildings are vulnerable because the walls and parapets aren’t securely tried to the floors and roof. In an earthquake, parapets can break away, walls pull apart and the floors collapse. This paper presents the experimental stu
Publikováno v:
International Journal of Engineering & Technology. 7:133
Unreinforced brickwork (URM) is the most established development method. URM being weak can't withstand the parallel burdens amid a seismic region. Consequently, it is important to locate an appropriate low-cost technique to fortify existing brickwor
Conference
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