Bond Behavior of Spiral Ribbed Ultra-high Strength Steel Rebar Embedded in Plain and Steel Fiber Reinforced High-Strength Concrete
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Title
Bond Behavior of Spiral Ribbed Ultra-high Strength Steel Rebar Embedded in Plain and Steel Fiber Reinforced High-Strength Concrete
Authors
Keywords
ultra-high strength steel bar, high-strength concrete, steel fiber-reinforced concrete, pullout test, bond strength, bond stress-slip relationship
Journal
KSCE Journal of Civil Engineering
Volume 23, Issue 10, Pages 4417-4430
Publisher
Springer Science and Business Media LLC
Online
2019-08-27
DOI
10.1007/s12205-019-2449-0
References
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