Author/Authors
türker, kaan balıkesir üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Turkey , birol, tamer balıkesir üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Turkey , yavaş, altuğ balıkesir üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Turkey , hasgül, umut balıkesir üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Turkey
Title Of Article
Effective Steel Fiber Type Investigation on Ultra High Performance Fiber Reinforced Concrete Beams
شماره ركورد
27808
Abstract
This study investigates the effective steel fiber type on ultra high performance fiber reinforced concrete beams with respect to flexural behavior. Five 100x150x1500 mm reinforced concrete beams, one is non-fiber and the others include four different steel fiber types, were tested in flexure. The concrete used in this study had compressive strength over 120 MPa and included 1.5% steel fibers by volume. Two types of hooked macro steel fibers (F30 and F60_1), double hooked macro (F60_2) and straight micro (F6) steel fibers were investigated. Evaluation of the effective steel fiber type on the flexural behavior were performed in terms of displacement ductility, load bearing capacity and cracking behavior. From the results of the study, it is determined that the most effective steel fiber for load bearing capacity and cracking control is double hooked steel fiber (F60_2) and most effective fiber for displacement ductility is straight micro fiber (F6).
From Page
776
NaturalLanguageKeyword
Ultra high performance fiber reinforced concrete , Steel fiber , Reinforced concrete beam , Flexural behavior
JournalTitle
Afyon Kocatepe University Journal Of Science and Engineering
To Page
785
JournalTitle
Afyon Kocatepe University Journal Of Science and Engineering
Link To Document