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Shear performance of strengthened timber beam with intermittent GFRP strips

Mohammed Al-Fasih, Mohammed Yahya and Mokhtar, Nor Izzah and Ahmad, Yusof and Ibrahim, Izni Syahrizal and Abu Hassan, Shukur (2021) Shear performance of strengthened timber beam with intermittent GFRP strips. Construction and Building Materials, 312 . p. 125394. ISSN 0950-0618

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Official URL: http://dx.doi.org/10.1016/j.conbuildmat.2021.12539...

Abstract

In this study, the timber beam was strengthened at the shear span with intermitted glass fiber reinforcement polymer (GFRP). The effect of different numbers of GFRP strips, different orientation angles of GFRP strips to the principal axis of the beam, and different warping schemes of GFRP strips on the performance of the timber beam under flexural load was investigated. The experimental shear capacity was validated using an analytical analysis. In the results, the optimum number of GFRP strips was five. The inclined stripping and fully wrapping scheme were achieved higher strengths than vertical stripping and partial schemes, respectively.

Item Type:Article
Uncontrolled Keywords:Area strengthened ratio, Orientation angle
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:96314
Deposited By: Widya Wahid
Deposited On:17 Jul 2022 07:02
Last Modified:17 Jul 2022 07:02

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