Zobrazeno 1 - 10
of 80
pro vyhledávání: '"Tambusay, A."'
Publikováno v:
In Engineering Structures 15 December 2024 321
Publikováno v:
In Construction and Building Materials 1 December 2023 407
Publikováno v:
Civil Engineering Dimension, Vol 25, Iss 2 (2023)
This paper presents the finite element modelling of shear-critical reinforced concrete beams strengthened with U-wrapped CFRP fabrics using ATENA. Fracture-plastic constitutive models, implemented in the context of smeared crack and crush-band approa
Externí odkaz:
https://doaj.org/article/27d9300e611d4433bca1415ebe1b9fee
Publikováno v:
Civil Engineering Dimension. Sep2023, Vol. 25 Issue 2, p67-77. 11p.
Publikováno v:
In Engineering Structures 1 January 2022 250
Publikováno v:
Civil Engineering Dimension, Vol 24, Iss 1 (2022)
To decarbonise the current construction sector and meet the global net-zero target, there is a pressing need to develop an environmentally friendly alternative to Portland cement concrete. Alkali activated and geopolymer concrete have much to offer i
Externí odkaz:
https://doaj.org/article/d92119f11a3140e8b6716f11d1234489
Publikováno v:
Civil Engineering Dimension, Vol 22, Iss 1 (2020)
This paper presents the application of a low-cost digital image correlation (DIC) system for automated crack mapping. The system employed makes use of a conventional digital camera, a remote image recording controller, and an open-source digital imag
Externí odkaz:
https://doaj.org/article/cf65941e39a84c858d7a7b0fdb3fc95f
Publikováno v:
IRA Jurnal Teknik Mesin dan Aplikasinya (IRAJTMA). 1:45-54
Dalam studi ini, penguatan struktur beton dikerjakan dengan melapisinya dengan bahan komposit laminat dari kombinasi penguat dari bahan alami (lembar kain jute anyaman) dan bahan sintetik (lembar serat kaca e-glass anyaman). Tujuan dari penelitian in
Publikováno v:
Journal of Engineering & Technological Sciences. 2021, Vol. 53 Issue 4, p1-21. 21p.
Publikováno v:
Civil Engineering Dimension, Vol 19, Iss 2, Pp 93-98 (2017)
Three reinforced concrete beams, one with no shear reinforcement and two others with shear reinforcement ratios of 0.4% and 1.1%, were tested to investigate the influence of stirrup spacing on the mode of failure, overall strength and ductility. The
Externí odkaz:
https://doaj.org/article/607824ee225f4dd4ab2c7eb15b42050a