Experimental investigation on the flexural behavior of coarse aggregate reactive powder concrete (CA-RPC) bridge deck

The high mechanical characteristics of reactive powder/ ultrahigh performance concrete have promoted its application in the bridge industry. Nonetheless, its employment in full structural components in bridges is hindered by the high cost and inconsistencies in the design guidelines. The addition of small-size coarse aggregate has been advocated by many researchers in pursuit of accomplishing a cost-effective and high-performance concrete. This paper introduces an innovative application of coarse aggregate reactive powder concrete (CA-RPC) and presents a comprehensive experimental investigation on the flexural behavior of a full-size prefabricated (CA-RPC) slab. The test results validated the sustained performance of RPC with the inclusion of coarse aggregate. The slab exhibited high capacity and excellent ductility, achieving an ultimate deflection to span ratio of about 1/8, accredited to the fibers and the appropriate reinforcement ratio. The resulting ductility was characterized by multiple micro-cracking at early stages, stable multiple macro-cracking prior to localiza-tion, slow localized crack growth and gradual concrete crushing. A detailed exploration of the cracking devel-opment and failure progression is provided, and a general evaluation of the performance of the slab under cyclic loading is also presented.

Automated summary

The high mechanical characteristics of reactive powder/ultrahigh performance concrete have prompted its application in bridges, but its use as full structural components is limited by cost and design guideline inconsistencies. This paper introduces an innovative use of coarse aggregate reactive powder concrete (CA-RPC) and presents experiments on the flexural behavior of a full-size prefabricated slab. The results validate the sustained performance of RPC with coarse aggregate, demonstrating high capacity and excellent ductility.