Modified strut-and-tie models for reinforced concrete deep beams with externally bonded CFRP systems

Reinforced concrete (RC) deep beams can be defined as the main structural component used in buildings and bridges to transfer heavy loads. Due to their relatively low shear span to depth ratio (less than 2.0), a linear strain distribution cannot be applied, thus there is a need for a rational mod...

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Détails bibliographiques
Auteur principal:	Hanoon, Ammar Nasiri
Format:	Thèse
Langue:	anglais
Publié:	2017
Sujets:	Struts (Engineering) Carbon fiber-reinforced plastics
Accès en ligne:	http://psasir.upm.edu.my/id/eprint/71176/1/FK%202017%2053%20-%20IR%28152%29edited.pdf

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