Buckling behaviour of FRP strengthened cylindrical metallic shells with cut-outs
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference35 articles.
1. Behaviour of FRP-jacketed circular steel tubes and cylindrical shells under axial compression;Teng;Constr Build Mater,2007
2. Design of short CFRP-reinforced steel tubular columns;Haedir;J Constr Steel Res,2011
3. Effectiveness of FRP strengthening on buckling characteristics of metallic cylindrical shells;Krishna;Compos Struct,2021
4. The effects of unreinforced circular cutouts on the buckling of circular cylindrical shells under axial compression;Tennyson;J Eng Ind,1968
5. Effect of a circular hole on the buckling of cylindrical shells loaded by axial compression;Starnes;AIAA J,1972
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2. Influence of Discretely Introduced Cutouts on the Buckling of Shallow Shells with Double Curvature;J APPL COMPUT MECH;2024
3. Investigation of the effect of pre-tightening forces on bolted connection for FRP-steel joints;Case Studies in Construction Materials;2023-12
4. Experimental and numerical studies on the elasto-plastic buckling response of cylindrical shells with spigot support under axial compression;Thin-Walled Structures;2023-10
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