Response of Glass Fiber Reinforced Polymer (GFRP)-Steel Hybrid Reinforcing Bar in Uniaxial Tension

Response of Glass Fiber Reinforced Polymer (GFRP)-Steel Hybrid Reinforcing Bar in Uniaxial Tension

Abstract This study introduces a glass fiber reinforced polymer (GFRP)-steel hybrid bar with a core of a deformed steel bar (steel core). Six types of the hybrid cross section were considered, and a total of 48 tensile specimens were tested by the uniaxial tensile test to measure the tensile strengt...

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Bibliographic Details
Main Authors: Minkwan Ju, Sangyun Lee, Cheolwoo Park
Format: Article
Language:English
Published: SpringerOpen 2017-12-01
Series:International Journal of Concrete Structures and Materials
Subjects:
GFRP- and deformed steel hybrid bars
modulus of elasticity
durability
uniaxial tensile test
stress–strain model
Online Access:http://link.springer.com/article/10.1007/s40069-017-0212-9

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http://link.springer.com/article/10.1007/s40069-017-0212-9

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