Investigation of bond of deformed bars in plain and steel-fiber-reinforced concrete under reversed cyclic loading
The influence of reversed low cyclic loading on the bond behaviour of deformed bars in plain as well as steel-fiber-reinforced concrete has been studied experimentally and is discussed in this thesis. In total, ten specimens consisting of two plain concrete and eight steel-fiber reinforced specimen...
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| Language: | English |
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2010
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| Online Access: | http://hdl.handle.net/2429/22248 |