Experimental study evaluates the load-carrying capacity and failure behavior of headed studs in ultra-high-performance concrete, indicating key design limits for composite structures.
The various push-out tests have been performed to investigate the load carrying capacity and ultimate behavior of headed studs in UHPC (Ultra High Performance Concrete), which has high compressive and tensile strength as well as high durability compared to ordinary concrete. The test program included the studs with a diameter of 16mm and 22mm for various aspect ratios (height to depth ratio of a stud) and cover depths. This paper presents the main results of the experimental investigations.
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Kim et al. (2013) studied this question.
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