Fiber composite bar for reinforced concrete construction

Hamid - Saadatmanesh, M. R. Ehsani

Research output: Contribution to journalArticle

41 Scopus citations


Behavior of concrete beams reinforced with Glass-Fiber-Reinforced-Plastic (GFRP) bars was experimentally investigated. Two types of reinforcements were considered; longitudinal or flexural reinforcement and transverse or shear reinforcement. For each of the two types of reinforcements, three concrete beams were tested to failure. The behavior of each beam was characterized by its load-deflection response to failure. The study was mainly focused on experimentally determining the feasibility of GFRP bars as reinforcement for concrete structures. The results indicated that the plastic bars performed reasonably well in the beams tested.

Original languageEnglish (US)
Pages (from-to)188-203
Number of pages16
JournalJournal of Composite Materials
Issue number2
Publication statusPublished - Feb 1991


ASJC Scopus subject areas

  • Ceramics and Composites

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