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Experimental Evaluation of Transfer Length in Pretensioned Concrete Beams Using 2,400-MPa Prestressed Strands
Publisher: American Society of Civil Engineers
Influence of Steel Fibers and Headed Bars on the Serviceability of High-Strength Concrete Corbels
Publisher: American Society of Civil Engineers
Abstract: Vertical loading tests are reported for six double-sided, high-strength concrete corbel specimens. The primary variables of the investigation were the percentage of steel fibers and the anchorage method of the main tension ...