اثر ورق‌های تقویتی FRP در محیط مرطوب بر رفتار خمشی تیرهای بتن مسلح فولادی در شرایط خوردگی

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[4] Lee, H.S., Kage, T., Noguchi, T., Tomosawa, F., ‘The Evaluation of Flexural Strength of RC Beams Damaged by Rebar Corrosion’, Durability of Building Materials and Components 8, Institute for Research in Construction, Ottawa ON, K1A 0R6, Canada, pp. 321-330, 1999.

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[9] Triantafyllou, G., Rousakis, T., Karabinis, A., ‘Corroded RC Beams at Service Load before and after Patch Repair and Strengthening with NSM CFRP Strips’, Buildings, Vol. 9, pp. 67, 2019.