Cite this DOI

BOJJA RAKESH, B. R. (2023). EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET. *Journal of Science & Technology*, *8*(3), 10–16. https://doi.org/10.46243/jst.2023.v8.i03.pp10-16

@article{bojjarakesh2023experimental,
  author    = {BOJJA RAKESH, BOJJA RAKESH},
  title     = {{EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET}},
  journal   = {Journal of Science \& Technology},
  year      = {2023},
  month     = {mar},
  volume    = {8},
  number    = {3},
  pages     = {10--16},
  publisher = {Longman Publishers},
  issn      = {2456-5660},
  doi       = {10.46243/jst.2023.v8.i03.pp10-16},
  url       = {https://doi.org/10.46243/jst.2023.v8.i03.pp10-16},
  language  = {en},
  abstract  = {This investigates the behavior of ferro-cement encased square reinforced concrete (RC) column subjected to monotonically increasing the small eccentric load or axially. Three different types of square jacketing techniques have been studied experimentally to find out the effectiveness of ferro-cement confinement of RC columns against eccentric loading. Six scaled down ferro-cement jacketed specimens (two from each group) and two non jacketed scale down specimens (square column) were tested for this purpose. The result obtained from this study show that the benchmark specimens (column without firrocement encasement) fail with non ductile mode of failure when the load reaches to its peak value, however incase of jacketed specimens load carrying capacity and ductility performance are obtained to be more than those obtained from bench mark specimen}
}

TY  - JOUR
TI  - EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET
AU  - BOJJA RAKESH, BOJJA RAKESH
JO  - Journal of Science & Technology
PY  - 2023
DA  - 2023/03/08/
VL  - 8
IS  - 3
SP  - 10
EP  - 16
PB  - Longman Publishers
SN  - 2456-5660
LA  - en
AB  - This investigates the behavior of ferro-cement encased square reinforced concrete (RC) column subjected to monotonically increasing the small eccentric load or axially. Three different types of square jacketing techniques have been studied experimentally to find out the effectiveness of ferro-cement confinement of RC columns against eccentric loading. Six scaled down ferro-cement jacketed specimens (two from each group) and two non jacketed scale down specimens (square column) were tested for this purpose. The result obtained from this study show that the benchmark specimens (column without firrocement encasement) fail with non ductile mode of failure when the load reaches to its peak value, however incase of jacketed specimens load carrying capacity and ductility performance are obtained to be more than those obtained from bench mark specimen
DO  - 10.46243/jst.2023.v8.i03.pp10-16
UR  - https://doi.org/10.46243/jst.2023.v8.i03.pp10-16
ER  -

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    "type": "article-journal",
    "id": "10.46243/jst.2023.v8.i03.pp10-16",
    "DOI": "10.46243/jst.2023.v8.i03.pp10-16",
    "URL": "https://doi.org/10.46243/jst.2023.v8.i03.pp10-16",
    "title": "EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET",
    "source": "Smart Scholars DOI Registry",
    "container-title": "Journal of Science & Technology",
    "author": [
        {
            "family": "BOJJA RAKESH",
            "given": "BOJJA RAKESH"
        }
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    "issued": {
        "date-parts": [
            [
                2023,
                3,
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            ]
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    },
    "volume": "8",
    "issue": "3",
    "page": "10-16",
    "publisher": "Longman Publishers",
    "language": "en",
    "abstract": "This investigates the behavior of ferro-cement encased square reinforced concrete (RC) column subjected to monotonically increasing the small eccentric load or axially. Three different types of square jacketing techniques have been studied experimentally to find out the effectiveness of ferro-cement confinement of RC columns against eccentric loading. Six scaled down ferro-cement jacketed specimens (two from each group) and two non jacketed scale down specimens (square column) were tested for this purpose. The result obtained from this study show that the benchmark specimens (column without firrocement encasement) fail with non ductile mode of failure when the load reaches to its peak value, however incase of jacketed specimens load carrying capacity and ductility performance are obtained to be more than those obtained from bench mark specimen",
    "ISSN": "2456-5660"
}

From the record as registered (version 2) — the record and its history. Programs: https://registry.smartscholars.in/api.php?action=cite&doi=10.46243%2Fjst.2023.v8.i03.pp10-16 gives all four in one JSON answer.