Seismic Retrofitting of Unreinforced Brick Masonry Panels with Glass Fibre Reinforced Polymers

IF 0.5 Q4 ENGINEERING, GEOLOGICAL
R. P. Nanda, H. Khan, A. Pal
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引用次数: 19

Abstract

Theout-of-planeperformancesofbrickmasonrypanelswithdifferentretrofittingpatternsusingglass fibrereinforcedpolymers(GFRP)havebeenstudiedunderthree-pointloadingtest.Thepanelswere retrofittedononesideandbothsideswithdifferentgeometricconfigurations.Theretrofittedspecimens increasedthefailureloadfrom19.6kN(UR)to79.2kN.Itwasobservedthattheflexuralstrengthof theretrofittedpatternsincreasedfrom31.58%to150%whencomparedtoun-retrofittedspecimens. Also,thebendingmomentoftheretrofittedpanelsincreasedfrom5.94kNmto8.96kNmwhen retrofittedwithoneside,whileitgoesupto14.88kNmwhenretrofittedwithbothsideascompared toun-retrofittedspecimens.Further,italsoobservedthatthepanelwithcrossretrofittingshowed moreefficiencyintermsofflexuralstrength,bendingmoment,stiffnessanddeformationcapacity. KEywoRdS Flexural Strength, GFRP, Masonry Panel, Retrofitting, Three-Point Loading Test
玻璃纤维增强聚合物无配筋砖砌块抗震加固
Theout-of-planeperformancesofbrickmasonrypanelswithdifferentretrofittingpatternsusingglass fibrereinforcedpolymers(GFRP)havebeenstudiedunderthree-pointloadingtest。Thepanelswere retrofittedononesideandbothsideswithdifferentgeometricconfigurations。Theretrofittedspecimens increasedthefailureloadfrom19.6kN(UR)to79.2kN。Itwasobservedthattheflexuralstrengthof theretrofittedpatternsincreasedfrom31.58%to150%whencomparedtoun-retrofittedspecimens。还有thebendingmomentoftheretrofittedpanelsincreasedfrom5.94kNmto8.96kNmwhen retrofittedwithoneside,whileitgoesupto14.88kNmwhenretrofittedwithbothsideascompared toun-retrofittedspecimens。Further,italsoobservedthatthepanelwithcrossretrofittingshowed moreefficiencyintermsofflexuralstrength,bendingmoment,stiffnessanddeformationcapacity。关键词抗弯强度,玻璃钢,砌体面板,加固,三点荷载试验
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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
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