Behavior of Fiber Reinforced Polymer Concrete

摘要

In this study behavior of polyester polymer concrete (PC) and glass fiber reinforced polymer concrete (GFRPC) was investigated using both destructive and nondestructive testing techniques. The static properties of interest were the stress-strain relationship, modulus, Poisson's ratio, peak strength, and peak strain. The dynamic properties that were determined are compression and shear moduli, Poisson's ratio, and the pulse velocity. Axial compression, splitting tension, impact resonance and ultrasonic pulse velocity tests were performed to determine these properties of PC and GFRPC. The addition of 6