Zobrazeno 1 - 10
of 32
pro vyhledávání: '"C. Antony Jeyasehar"'
The flexural behavior of carbon fibre reinforced polymer (CFRP) reinforced concrete (RC) beams is investigated in this paper. For flexural strengthening of RC beams, total ten beams were cast and tested over an effective span of 3000 mm up to failure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ecd645e8a33b38600f8fc9375cffe8ec
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811333163
The most commonly used building material in the construction industry is concrete. Portland cement is an important ingredient to manufacture concrete. Due to the rapid growth of urbanisation, the need of cement is inevitable. The manufacturing of Por
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6272419df353caced028173fb2ab5c6d
https://doi.org/10.1007/978-981-13-3317-0_73
https://doi.org/10.1007/978-981-13-3317-0_73
Publikováno v:
Archives of Civil and Mechanical Engineering. 13:491-505
In the present work, studies are carried out on experimental modal analysis of reinforced concrete structural members for damage assessment using linear and nonlinear vibration characteristics at different levels of damage. Parameters such as support
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf2ae408a487a81679133333c12f025a
https://doi.org/10.1016/j.acme.2013.04.006
https://doi.org/10.1016/j.acme.2013.04.006
Autor:
P. VALLI, C. ANTONY JEYASEHAR
Publikováno v:
International Journal of Advanced Technology in Civil Engineering. :232-237
Equipment selection is a key factor in modern construction industry. As it is a complex factor, current models offered by literatures fail to provide adequate solutions for major issues like systematic evaluation of soft factors and weighting of soft
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1dd38ec820ec1a63523912624b16ba41
https://doi.org/10.47893/ijatce.2012.1036
https://doi.org/10.47893/ijatce.2012.1036
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 93:45-54
Need for developing efficient non-destructive damage assessment procedures for civil engineering structures is growing rapidly towards structural health assessment and management of existing structures. Damage assessment of structures by monitoring c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cabbaf314156da2be8bf57d5d4deae1e
https://doi.org/10.1007/s40030-012-0006-7
https://doi.org/10.1007/s40030-012-0006-7
Publikováno v:
Measurement. 44:1924-1936
Silicon on insulator (SOI) pressure sensor diaphragm is a composite structure of the buried oxide and the SOI layer. This paper brings out the inadequacy of the existing analytical model in describing the deflection response of SOI square diaphragms
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cba1226c3199fa70b45127a3b2bb187
https://doi.org/10.1016/j.measurement.2011.08.025
https://doi.org/10.1016/j.measurement.2011.08.025
Publikováno v:
The Open Civil Engineering Journal. 3:102-109
This paper explores the flexural behavior of carbon fiber reinforced polymer (CFRP) strengthened reinforced concrete (RC) beams. For flexural strengthening of RC beams, total ten beams were cast and tested over an effective span of 3000 mm up to fail
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a10ded3177c3345281d3b452d7901a9b
https://doi.org/10.2174/1874149500903010102
https://doi.org/10.2174/1874149500903010102
Publikováno v:
The Open Civil Engineering Journal. 3:34-40
This paper presents the results of experimental and analytical studies concerning the flexural strengthening of RC beams using externally bonded Slurry Infiltrated Mat CONcrete (SIMCON) laminates. A total of four reinforced concrete beams were cast a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a745939e06256768458575c9f1fae9ca
https://doi.org/10.2174/1874149500903010034
https://doi.org/10.2174/1874149500903010034