作者: S Pul
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摘要: In this study, loss of concrete-steel bond strength lightweight and ordinary concrete under monotonic cyclic loading is examined for plain deformed steel bars. Here, determined by pull-out test a variety specimens in various configurations. For each specimen, strength-slip curve obtained through loading. Following process, an identical specimen subjected to similar conditions using the same setup. These examinations reveal several insights. Lightweight greater than bars Ordinary both The Keywords– Concrete-steel bond, strength, concrete, loading, bars, slip