Experimental investigation on long term flexural performance of expansive concrete beams eccentrically reinforced by CFRP-Reference-Cited by-同舟云学术

Experimental investigation on long term flexural performance of expansive concrete beams eccentrically reinforced by CFRP

Published:2017-03 Issue: Volume:163 Page:101-113
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Cao Qi,Jiang Haibo,Wu Zhimin,Ma Zhongguo John

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference14 articles.

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2. Study on the mechanical properties of expansive concrete filled steel tube and its expansion model;Li;J Wuhan Univ Technol,2000

3. Shrinkage-compensating concrete made with an expansive component;Russell;Concr Int,2002

4. Ritchie PA, Thomas DA, Lu L, Connelly GM, External Reinforcement of Concrete Beams Using Fiber-Reinforced Plastics, ATLSS (Advanced Technology for Large Structural Systems) Report, No. 90-06, 1990, 1–30.

5. Concrete beams strengthened with externally bonded FRP plates;Rahimi;J Compos Constr, ASCE,2001

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