Affiliations: Department of Civil Engineering, Southern Illinois University Edwardsville, Edwardsville, IL, USA
Correspondence:
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Corresponding author. Jianwei Huang, Ph.D., P.E., Associate Professor, Department of Civil Engineering, Southern Illinois University Edwardsville, Edwardsville, IL, 62026, USA. Tel.: +1 618 650 2498; E-mail: jiahuan@siue.edu.
Abstract: The minimum flexural reinforcement requirement has been used in the current bridge design specifications to protect the member from brittle failure after the formation of the first flexural cracks. Several variables have been reported to affect this requirement, such as concrete strength, amount of prestressing in the member, and type of cross section. Recently, the Precast/Prestressed Concrete Institute (PCI) developed a new type of beam section (NEXT beam) to accelerate bridge construction and enhance the sustainability of bridges. As a newly developed beam section, no research on the minimum flexural reinforcement has been reported for NEXT beam bridges. This paper aimed to examine the minimum flexural reinforcement requirements in the current AASHTO LRFD Bridge Design Specifications for NEXT beam bridges. A comprehensive parametric study was analytically conducted with various parameters, including bridge section, beam section, concrete strength, and span length. The results from this study showed that the current minimum flexural reinforcement requirements were met for all bridges examined herein; the concrete strength, beam cross section, and span length could affect the levels of safety against brittle failure after first flexural cracks for NEXT beam bridges.
