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dc.contributor.authorTrupti Amit, Kinjawadekar-
dc.contributor.authorShantharam, Patil-
dc.contributor.authorGopinatha, Nayak-
dc.date.accessioned2023-04-17T07:32:39Z-
dc.date.available2023-04-17T07:32:39Z-
dc.date.issued2023-
dc.identifier.urihttps://link.springer.com/article/10.1007/s40030-023-00729-6-
dc.identifier.urihttps://dlib.phenikaa-uni.edu.vn/handle/PNK/7996-
dc.descriptionCC BYvi
dc.description.abstractSince the nineteenth century, reinforced concrete was evolved as a crucial material for construction. This popular composite material is broadly used in different building typologies. However, the decaying of steel rebar due to corrosion is identified as a hindrance that can affect the quality of reinforced concrete structures. In reference to this, the glass fiber-reinforced polymer (GFRP) bar is essential because of corrosion-resistant properties. The researchers performed various tests and numerical analysis to know the response of GFRP-reinforced flexural members in shear and bending. Based on studies over the last decade, this study critically analyzes the response of flexural member reinforced using glass fiber-reinforced polymer (FRP) bars. Understanding the behavior of the FRP bar as the alternating reinforcing material will be aided by this review.vi
dc.language.isoenvi
dc.publisherSpringervi
dc.subjectGFRPvi
dc.subjectFRPvi
dc.titleA Critical Review on Glass Fiber-Reinforced Polymer Bars as Reinforcement in Flexural Membersvi
dc.typeBookvi
Appears in CollectionsOER - Kỹ thuật điện; Điện tử - Viễn thông

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