Load-deflection curve for pre-damage and strengthened beams.

<p>Load-deflection curve for pre-damage and strengthened beams.</p>

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Bibliographic Details
Main Author:	Brwa Hamah Saeed Hamah-Ali (11888709) (author)
Other Authors:	Mohamed Raouf Abdul Qadir (11888712) (author)
Published:	2021
Subjects:	Biophysics Cell Biology Environmental Sciences not elsewhere classified Biological Sciences not elsewhere classified Physical Sciences not elsewhere classified finite element modelling externally bonded fiber cohesive interface model assumed perfect bond flexure cfrp strengthening cfrp sheet increases cfrp debonding followed cfrp application increases cfrp strengthened specimen fem results indicates main steel bars initial stiffness decreases experimental results showed constitutive models used 4 %, respectively highest damage levels control beam failed cfrp strengthened r strengthened reinforced concrete fem analysis predicts steel bars initial stiffness strengthened r damage levels reinforced polymer control beam different levels developed fem loading damage damage loading damage level xlink "> structural performance structural behavior slightly stiffer slight decrease six r load capacity first crack excellent agreement concrete crushing
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