Experimental study on failure modes of MF-CFRP strengthened steel beams
Author:
Funder
Islamic Azad University
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference27 articles.
1. Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates;Ghafoori;Int. J. Fatig.,2012
2. Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: determination of prestressing level for crack arrest;Ghafoori;Eng. Struct.,2012
3. Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: experimental and numerical study;Ghafoori;Const. Build. Mater.,2015
4. Normal, high and ultra-high modulus CFRP laminates for bonded and un-bonded strengthening of steel beams;Ghafoori;Mater. Des.,2015
5. Flexural and interfacial behavior of metallic beams strengthened by prestressed bonded plates;Ghafoori;Compos. Struct.,2013
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1. Shear contribution of beams of different sizes strengthened in shear with anchored CFRP strips;Magazine of Concrete Research;2024-08-01
2. Strip-based numerical analysis of CFRP-reinforced steel plates with multiple debonding defects using the Runge-Kutta method;Composite Structures;2024-06
3. Feasibility of suppressing debonding failure for CFRP-hollow section steel tube composite member with a thick-walled section under tensile loading;Thin-Walled Structures;2024-03
4. Influences of the bond-slip on the flexural performance of CFRP plate-strengthened damaged steel beams with intermediate debonding: A numerical study;Structures;2023-12
5. Tensile behavior of improved CFRP-square hollow steel tube composite member strengthened with thick-walled steel tube;Construction and Building Materials;2023-09
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