Testing of large-scale two-way concrete slabs reinforced with GFRP bars

C. Dulude, E. Ahmed, S. El-Gamal, B. Benmokrane

Research output: Chapter in Book/Report/Conference proceedingConference contribution

14 Citations (Scopus)

Abstract

Few studies were conducted to investigate the structural behavior of GFRP-reinforced concrete two-way slabs. This paper presents preliminary results of an extended research project aims to developing the FRP technology reinforcing bar for parking garage structures and to introducing design guidelines for such structures. The results of five full-scale isolated interior parking flat slabs which are part of a 20-specimen experimental program are presented and discussed. Four slabs were reinforced with GFRP bars and one reference slab was reinforced with steel. The test parameters are: (i) reinforcement type and ratio; (ii) slab thickness; (iii) column size; and (iv) compressive reinforcement. The test results showed that there was no significant difference between the specimens in term of general behavior and mode of failure.

Original languageEnglish
Title of host publicationAdvances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010
PublisherSpringer Berlin Heidelberg
Pages287-291
Number of pages5
ISBN (Print)9783642174865
DOIs
Publication statusPublished - 2011
Externally publishedYes
Event5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China
Duration: Sept 27 2010Sept 29 2010

Publication series

NameAdvances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

Other

Other5th International Conference on FRP Composites in Civil Engineering, CICE 2010
Country/TerritoryChina
CityBeijing
Period9/27/109/29/10

ASJC Scopus subject areas

  • Surfaces and Interfaces

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