Flexural Behavior on Damaged Steel Beams Strengthened with CFRP Sheets Subjected to Overloading

Flexural Behavior on Damaged Steel Beams Strengthened with CFRP Sheets Subjected to Overloading

This paper presents results of testing and numerical analyses of damaged steel beams strengthened with carbon-fiber reinforced polymer (CFRP) sheet and subjected to overloading. The test results showed that as cyclic times increase, the yield load and stiffness increase, but the ultimate bearing cap...

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Bibliographic Details
Main Authors: Wenyu Hou, Fulong Huang, Kexin Zhang
Format: Article
Language:English
Published: MDPI AG 2022-03-01
Series:Polymers
Subjects:
damaged steel beam
CFRP sheet
overloading
numerical analysis
Online Access:https://www.mdpi.com/2073-4360/14/7/1419

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