Strengthening of one way RC slab with opening using CFRP strips
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference17 articles.
1. Behavior of full scale reinforced concrete beams retrofitted for shear and flexural with FRP laminates;Kachlakev;Composites Part B,2000
2. CFRP contribution to shear capacity of strengthened RC beams;Li;Eng Struct,2001
3. Strength and ductility of concrete columns externally reinforced with fiber composite straps;Saadatmanesh;Structural Journal ACI,1994
4. Performance of axially loaded short rectangular columns strengthened with carbon fiber-reinforced polymer wrapping;Chaallal;J Compos Construct,2003
5. Shear strength of reinforced concrete columns strengthened with carbon-fiber reinforced plastic sheet;Ye;J Struct Eng ASCE,2002
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3. Structural behavior of RC one-way slabs strengthened with ferrocement and FRP composites;Engineering Failure Analysis;2024-07
4. Enhancing the punching performance of two-way RC flat slabs using different configurations of embedded aluminum sections: Experimental program and numerical analysis;Construction and Building Materials;2024-07
5. Improve the Flexural Behavior of One-Way Ribbed Slab by Using CFRP Sheet;Tikrit Journal of Engineering Sciences;2024-06-25
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