Rehabilitation and strength sustainability of fatigue damaged concrete–encased steel flexural members using a newly developed polymeric carbon

Rehabilitation and strength sustainability of fatigue damaged concrete–encased steel flexural members using a newly developed polymeric carbon–fiber composite

Published:2013-02 Issue:1 Volume:45 Page:1091-1103
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Zhou Hongyu,Attard Thomas L.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference47 articles.

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4. Ductility evaluation of concrete-encased steel bridge piers subjected to lateral cyclic loading;Naito;J Bridge Eng, ASCE,2011

5. ACI Committee 318. ACI 318-08, Building code requirements for structural concrete. Detroit, Michigan: American Concrete Institute; 2008.

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