Confinement Model for FRP-Confined High-Strength Concrete

Volume: 18, Issue: 4
Published: Aug 1, 2014
Abstract
It is well understood that confining concrete with fiber-reinforced polymer (FRP) composites can significantly enhance its strength and deformability. However, the confinement demand of concrete increases proportionally with its strength, resulting in higher confinement requirements for high-strength concrete (HSC). This paper reports on a study on the axial compressive behavior of FRP-confined HSC. A large experimental test database, which...
Paper Details
Title
Confinement Model for FRP-Confined High-Strength Concrete
Published Date
Aug 1, 2014
Volume
18
Issue
4
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