Kernel Metadata Declaration — on demand

What the DOI identifies

STUDY ON STRENGTHENING OF DAMAGED REINFORCED CONCRETE COLUMNS WITH GEOPOLYMER JACKETS

10.46243/jst.2023.v8.i03.pp17-24 · JournalArticle — an article in a journal · Digital · Visual · Language · en

Published 2023-03-08

Part of Journal of Science & Technology · ISSN 2456-5660 · vol. 8 · no. 3 · pp. 17–24

Principal agents

• GABBETA SWATHI GABBETA SWATHI (author → Author)
• Longman Publishers (publisher → Publisher)

Also in the record, outside the Kernel: the abstract, the licence, 4 links, 18 references. Source: Crossref (member 25296), registered 2024-02-16, last deposited 2026-09-20.

⬇ Record (JSON) ⬇ Declaration (XML)

System metadata — ISO 26324:2025, Annex B · DOI Handbook 10.1

Each element by the standard's name and the Handbook's (in grey), read off the record.

The record

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        "value": "This investigation experimentally studies the behaviour of reinforced concrete columns strengthened using reinforced concrete and geopolymer concrete jacketing by subjecting them to axial loading. The experimental results were analytically validated by the finite element model. For this work, six columns of M25-grade conventional concrete were subjected to more than 75% of the ultimate load, after which three columns were jacketed using M40-grade reinforced concrete and another three columns were jacketed using M40-grade geopolymer concrete. The interfacial behaviour of the conventional reinforced concrete column and jacketed geopolymer concrete columns was studied and compared. A three-dimensional linear finite element model was employed to measure the effect of conventional reinforced concrete and geopolymer concrete-jacketed columns under increasing load by considering the concrete damage plasticity and elastoplastic models with isotropic hardening, with validation against the experimental results confirming 90% accuracy of the analytical model. Test results indicated a 15% increase in axial load-carrying capacity compared to control columns, and that repairing similar reinforced concrete columns of square cross section preloaded up to failure with the same jacket restored almost the original load-carrying capacity and stiffness of control columns. The strengthened and repaired columns failed in a ductile manner, whereas repaired failed columns showed a significant loss in ductility due to the existence of cracks in failed columns.",
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            "unstructured": "Grantham M, Majorana C, Salomoni V. Introduction In: Proceedings of the international conference on concrete solutions; 2009. Italy: Padua"
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            "doi": "10.14359/4168",
            "unstructured": "Priestley M, Sieble F, Xiao Y, Verma R. Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength–Part II: test results and comparison with theory. ACI Struct J 1994;91:537–51"
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        {
            "key": "ref3",
            "doi": "10.1201/9781482271621-94",
            "unstructured": "Masukawa J, Akiyama H, Saito H. Retrofiting of existing reinforced concrete piers by using carbon fiber sheet and aramid fiber sheet. In: Proceedings of the third international symposium on non-metallic (FRP) reinforcement for concrete structures; 1997; p. 411–18"
        },
        {
            "key": "ref4",
            "doi": "10.1061/(asce)0733-9445(1999)125:3(255)",
            "unstructured": "Xiao Y, Wu H, Martin G. Prefabricated composite jacketing of RC columns for enhanced shear strength. ACI Struct J 1999;125:255–64"
        },
        {
            "key": "ref5",
            "unstructured": "Shah S, Balaguru P. Ferrocement. In: R.N. Swamy, editor. New reinforced concrete. Blackie and Sons Limited, Glasgow; 1984. p. 5–24"
        },
        {
            "key": "ref6",
            "doi": "10.1016/s0958-9465(00)00038-x",
            "unstructured": "Naaman A. Ferrocement and laminated cementitious composites. Ann Arbor: Techno Press 3000; 2000. p. 372"
        },
        {
            "key": "ref7",
            "unstructured": "Rosenthal I. Precast ferrocement columns. J Ferrocement 1986;16:273–84"
        },
        {
            "key": "ref8",
            "unstructured": "Winokur A, Rosenthal I. Ferrocement in centrally loaded compression elements. J Ferrocement 1982;12:357–64"
        },
        {
            "key": "ref9",
            "doi": "10.14359/3294",
            "unstructured": "Razvi S, Saatcioglu M. Confinement of reinforced concrete columns with welded wire fabric. ACI Struct J 1989;86:615–23"
        },
        {
            "key": "ref10",
            "unstructured": "Kaushik S, Prakash A, Singh A. Inelastic buckling of ferrocement encased columns. In: Nedwell, Swamy editor. Proceedings of the fifth international symposium on ferrocement; 1990, p. 327–41"
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            "key": "ref11",
            "unstructured": "Ahmed T, Ali S, Choudhury J. Experimental study of ferrocement as a retrofit material for masonary columns. In: Nedwell, Swamy, editors. Proceedings of the fifth international symposium on ferrocement; 1990, p. 269–76"
        },
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            "key": "ref12",
            "unstructured": "Nedwell P, Ramesht M, Rafei-Tanhanaki S. Investigation into the repair of short square columns using ferrocement. In: Nedwell, Swamy, editor. Proceedings of the fifth international symposium on ferrocement; 1990, p. 277–85"
        },
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            "key": "ref13",
            "doi": "10.1201/b11585-107",
            "unstructured": "Fahmy E, Shaheen Y, Korany Y. Repairing reinforced concrete columns using ferrocement laminates. J Ferrocement 1999;29:115–24"
        },
        {
            "key": "ref14",
            "doi": "10.1016/j.cemconcomp.2010.04.001",
            "unstructured": "Mansure MA, Tan KL, Naaman AE. Strength of bolted moment connections in ferrocement construction. Cem Concr Compos 2010;32(7):532–43"
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            "doi": "10.1016/j.cemconcomp.2010.07.001",
            "unstructured": "Martinola G, Meda A, Plizzari GA, Rinaldi Z. Strengthening and repair of RC beams with fiber reinforced concrete. Cem Concr Compos 2010;32(9):731–9"
        },
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            "key": "ref16",
            "doi": "10.1016/j.cemconcomp.2011.04.001",
            "unstructured": "Mechtcherine V, Lieboldt M. Permeation of water and gases through cracked textile reinforced concrete. Cem Concr Compos 2011;33(7):725–"
        },
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            "key": "ref17",
            "doi": "10.14359/3527",
            "unstructured": "ACI Committee 549. Guide for the design, construction, and repair of ferrocement. ACI Struct J 1988;85:325–51"
        },
        {
            "key": "ref18",
            "doi": "10.1201/9780203864005-74",
            "unstructured": "Alshannag M, Mourad S. High strength ferrocement laminates for structural repair. Research report No. 48/1428, College of Engineering Research Center, King Saud University; 2009. p"
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The Kernel Metadata Declaration

DOIMetadataKernel.xsd · namespace http://www.doi.org/2010/DOISchema · Attribute Value Sets 2.3 · draft — the agency's DOI name is filled in on accreditation

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