Strength of circular HSC columns reinforced internally with carbon-fiber-reinforced polymer bars under axial and eccentric loads-Reference-Cited by-同舟云学术

Strength of circular HSC columns reinforced internally with carbon-fiber-reinforced polymer bars under axial and eccentric loads

Author:

Hadhood Abdeldayem,Mohamed Hamdy M.,Benmokrane Brahim

Funder

Advanced Composite Materials for Civil Structures

Natural Sciences and Engineering Research Council of Canada

Fonds de la recherche du Québec en nature et technologies

the Canadian Foundation for Innovation

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Flexural behavior of concrete beams reinforced with deformed fiber reinforced plastic reinforcing rods;Masmoudi;ACI Struct. J.,1998

3. Behavior of circular concrete members reinforced with carbon-frp bars and spirals under shear;Mohamed;J. Compos. Constr.,2016

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