Experimental assessment and theoretical evaluation of axial behavior of short and slender CFFT columns reinforced with steel and CFRP bars
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Flexural behavior of rectangular FRP-tubes filled with reinforced concrete: experimental and theoretical studies;Abouzied;Eng. Struct.,2017
2. Deflection prediction of steel and FRP-reinforced concrete-filled FRP tube beams;Mohamed;J. Compos. Constr.,2011
3. Closed form constitutive relationship for concrete filled FRP tubes under compression;Albanesi;Constr. Build. Mater.,2007
4. Compressive behavior of concrete-filled FRP tube columns: assessment of critical column parameters;Ozbakkaloglu;Eng. Struct.,2013
5. Axial compressive behavior of high strength concrete filled FRP tubes;Ozbakkaloglu;J. Compos. Constr. ASCE,2014
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2. Circular concrete columns confined with GFRP tubes under repeated and sequential impact loads;Engineering Structures;2023-04
3. Strengthening of Recycled Aggregate Concrete Slender Column with CFRP;E3S Web of Conferences;2023
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5. Behavior of concrete-filled FRP tube columns internally reinforced with FRP-steel composite bars under axial compression;Construction and Building Materials;2022-01
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