2020
DOI: 10.1007/s13369-020-04795-x
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Strengthening of Fire-Damaged Reinforced Concrete Short Columns Using GFPPECC Composites

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Cited by 3 publications
(2 citation statements)
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“…Many researchers have demonstrated that FEM analysis produces significant results when analyzing concrete under thermal loading conditions [44,45]. The strengthening effect of glass fibre and polypropylene fibre-based engineered cementitious composites (GFPPECC) on fire-damaged reinforced concrete short exterior columns was explained by Bhuvaneshwari et al [46], and the FEM analysis performed by ANSYS was compared with the experimental results and found that there was no deviation in both the experimental and numerical results. Song et al [47] simulated the mass concrete freezing shaft lining and frozen soil wall under the influence of low temperatures by using ANSYS finite element software.…”
Section: Introductionmentioning
confidence: 99%
“…Many researchers have demonstrated that FEM analysis produces significant results when analyzing concrete under thermal loading conditions [44,45]. The strengthening effect of glass fibre and polypropylene fibre-based engineered cementitious composites (GFPPECC) on fire-damaged reinforced concrete short exterior columns was explained by Bhuvaneshwari et al [46], and the FEM analysis performed by ANSYS was compared with the experimental results and found that there was no deviation in both the experimental and numerical results. Song et al [47] simulated the mass concrete freezing shaft lining and frozen soil wall under the influence of low temperatures by using ANSYS finite element software.…”
Section: Introductionmentioning
confidence: 99%
“…However, if a structure is defective it needs repair and or strengthening. There exist various methods of strengthening defective concrete structures which include; use of bolted steel plates for strengthening columns and beams [2], jacketing of columns using a membrane of reinforced concrete [1,3], using composites such as Glass Fibre and Polypropylene Fibre Based Engineered Cementitious Composites (GFPPECC) [4] and Post-Tensioned Metal Strapping (PTMS) or Side-Near Surface Mounted (NSM) techniques [5]. A number of strengthening techniques mentioned above from the authors were done in models in laboratories.…”
Section: Introductionmentioning
confidence: 99%